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Teasley Commercial Development TIA 23-0011 Traffic Impact Analysis Teasley Commercial Development TIA 23-0011 Denton, Texas Developer and Owner: RJ Button, Denton West Joint Venture Engineer and Applicant: Jacob Halter, Kimley-Horn and Associates, Inc. Second Updated Submission: October 24, 2023 First Updated Submission: August 25, 2023 Original Submission: July 31, 2023 Kimley-Horn and Associates, Inc. Dallas, Texas Project #069316207 Registered Firm F-928 DAT Approval Development Services Department based upon recommendation from HR Green. All responsibility for the adequacy of these plans and for compliance with City of Denton specifications,standards,and codes remain with the engineer who prepared them.Review and approval of these plans by the City does not remove this responsibility.Deficiencies discovered Kimley ))) Horn prior to the final acceptance of public improvements will need to be corrected prior to Final Acceptance of the improvements. 11/08/2023 Kimley))) Horn Traffic Impact Analysis Teasley Commercial Development Denton, Texas E M da) N O � N V O f0 N N N O a Prepared by: U E a 0 Kimley-Horn and Associates, Inc. 2600 North Central Expressway, Suite 400 Richardson, Texas 75080 Registered Firm F-928 Project Number: 069316207 ;--oF ..OB"HALTER_ ...� Contact: `I� �ss oNas SIGN Jacob Halter, P.E., PTOE Second Updated Submission: October 24, 2023 First Updated Submission: August 25, 2023 Original Submission: July 31 , 2023 2600 North Central Expressway, Suite 400, Richardson, TX 75080 Teasley Commercial TIA October 2023 Denton,Texas Kimley'�>> Horn Page ii TABLE OF CONTENTS AND LIST OF APPENDICES EXECUTIVE SUMMARY...................................................................................................................... 1 1. INTRODUCTION ........................................................................................................................... 3 A. PURPOSE.................................................................................................................................... 3 B. METHODOLOGY............................................................................................................................ 3 2. EXISTING & PROPOSED LAND USE............................................................................................ 6 A. EXISTING LAND-USE..................................................................................................................... 6 B. PROPOSED LAND-USE.................................................................................................................. 6 C. ADJACENT DEVELOPMENT............................................................................................................. 6 D. FUTURE IMPROVEMENTS............................................................................................................... 7 3. SITE TRAFFIC GENERATION....................................................................................................... 7 A. SITE-GENERATED TRAFFIC............................................................................................................ 7 B. SITE TRIP DISTRIBUTION AND ASSIGNMENT..................................................................................... 8 4. EXISTING AND PROPOSED TRAFFIC FLOWS.......................................................................... 14 A. TRANSPORTATION SYSTEM ......................................................................................................... 14 B. TRANSPORTATION VOLUMES ....................................................................................................... 16 5. TRAFFIC ANALYSIS ................................................................................................................... 23 A. LEVEL OF SERVICE EVALUATION .................................................................................................. 23 tS. TURNING MOVEMENT EVALUATION............................................................................................... 28 EC. ROADWAY SIZING....................................................................................................................... 29 o D. TRAFFIC SIGNAL WARRANT ANALYSIS .......................................................................................... 31 v o E. ACCESS SPACING ...................................................................................................................... 31 w w F. PARKING DEMAND ANALYSIS....................................................................................................... 32 N N � •N o G. MULTIMODAL ANALYSIS .............................................................................................................. 32 oQ a H. SAFETY ANALYSIS...................................................................................................................... 33 a = a 6. CONCLUSIONS AND RECOMMENDATIONS ............................................................................. 34 EAppendix............................................................................................................................................ 35 6 A. Background Development Exhibits............................................................................................35 oB. Results Summary Table............................................................................................................35 C. City of Denton TIA Comments and Kimley-Horn Responses......................................................35 D. Existing Traffic Counts and Historical Traffic Volumes...............................................................35 E. Traffic Signal Warrant Analysis.................................................................................................35 F. Internal Capture Worksheets.....................................................................................................35 G. ITE 2021 Pass-By Tables..........................................................................................................35 H. Signal Timing Sheets................................................................................................................35 1. Approved TIA Scope.................................................................................................................35 J. 2023 Existing Traffic Analysis....................................................................................................35 K. 2024 Background Traffic Analysis.............................................................................................35 L. 2024 Background Plus Site Traffic Analysis ..............................................................................35 M. 2029 Background Traffic Analysis.............................................................................................35 N. 2029 Background Plus Site Traffic Analysis..............................................................................35 O. 2029 Background Plus Site Traffic Analysis— With Turn Lanes.................................................35 2600 North Central Expressway, Suite 400, Richardson, TX 75080 Teasley Commercial TIA October 2023 Denton,Texas Ki m l ey 3>> H o r n Page iii LIST OF EXHIBITS EXHIBIT 1:VICINITY MAP.........................................................................................................................4 EXHIBIT 2: CONCEPTUAL SITE PLAN .........................................................................................................5 EXHIBIT 3:TRIP DISTRIBUTION AND TRAFFIC ASSIGNMENT..........................................................................9 EXHIBIT 4: SITE-GENERATED TRAFFIC VOLUMES ..................................................................................... 10 EXHIBIT 5:TRIP DISTRIBUTION AND TRAFFIC ASSIGNMENT: PASS-BY......................................................... 11 EXHIBIT 6: SITE-GENERATED TRAFFIC VOLUMES: PASS-BY ...................................................................... 12 EXHIBIT 7: SITE-GENERATED TRAFFIC VOLUMES:TOTAL.......................................................................... 13 EXHIBIT 8: LANE ASSIGNMENT AND INTERSECTION CONTROL.................................................................... 15 EXHIBIT 9:2023 EXISTING TRAFFIC VOLUMES......................................................................................... 18 EXHIBIT 10:2024 BACKGROUND TRAFFIC VOLUMES................................................................................ 19 EXHIBIT 11:2024 BACKGROUND PLUS SITE-GENERATED TRAFFIC VOLUMES .............................................20 EXHIBIT 12:2029 BACKGROUND TRAFFIC VOLUMES................................................................................21 EXHIBIT 13:2029 BACKGROUND PLUS SITE-GENERATED TRAFFIC VOLUMES .............................................22 LIST OF TABLES TABLE 1 —TRIP GENERATION ..................................................................................................................8 TABLE 2—HISTORICAL COUNT DATA...................................................................................................... 16 TABLE 3—LEVEL OF SERVICE DEFINITIONS.............................................................................................23 E M TABLE 4—TRAFFIC OPERATIONAL RESULTS—WEEKDAY AM PEAK HOUR .................................................24 N TABLE 5—TRAFFIC OPERATIONAL RESULTS—WEEKDAY PM PEAK HOUR .................................................25 v o TABLE 6—PROPOSED SIGNAL TIMING CHANGES FOR TEASLEY AT LILLIAN MILLER......................................27 w aTABLE 7—TRAFFIC OPERATIONAL RESULTS—TURN LANES INCLUDED.......................................................27 � tnm m t >TABLE 8—RIGHT-TURN LANE ANALYSIS .................................................................................................28 0 , 0 o Q QTABLE 9—LEFT-TURN LANE ANALYSIS ...................................................................................................29 Q Q TABLE 10—LINK OPERATIONAL RESULTS—AM PEAK HOUR ....................................................................30 U E TABLE 11 —LINK OPERATIONAL RESULTS—PM PEAK HOUR ....................................................................30 TABLE 12—SIGNAL WARRANT SUMMARY ...............................................................................................31 a TABLE 13—PARKING DEMAND ANALYSIS................................................................................................32 TABLE14—CRASH DATA......................................................................................................................33 • • .11 North Central Expressway, 411 Richardson, 1:1 . 1 Teasley Commercial TIA October 2023 Denton,Texas Kim ey'�>> Horn Page 1 EXECUTIVE SUMMARY October 2023 Update Note: The TIA has been updated to include an additional driveway to Teasley Lane between Hunters Creek Road and Ryan Road. August 2023 Update Note: The TIA has been updated to respond to comments provided by the City of Denton on August 17, 2023. A full list of the comments and set of responses to the comments is available at the end of this report in Appendix C. The proposed Teasley Commercial development is located along the west side of Teasley Lane (FM 2181) to the north of Ryan Road in Denton, Texas. The site is proposed to be built with 13,800 SF of office uses, 10,900 SF of medical-dental office building, 21,800 SF of retail uses, 7,000 SF of fast-food restaurant uses, and 2,500 SF of coffee shop uses. This study is intended to identify traffic generation characteristics, identify potential traffic-related impacts on the local street system, and to develop mitigation measures required for identified impacts. . ..e following existing intersections were selected to be part of this study: ■ Teasley Lane at Wheeler Ridge Drive M o ■ Teasley Lane at Ryan Road ■ Teasley Lane at Hunters Creek Road at Heights Boulevard y Teasley Lane at Robinson Road o •N o ■ Teasley Lane at Wind River Lane at Lillian Miller Parkway _ N O Q Q .. >Z aThe analysis also included the following driveways having access in and out of the site: 0.o ■ Central Drive, which is a right-in/right-out driveway to Teasley Lane between Hunters Creek Road and Ryan Road. South Drive, which is a full-access driveway to Ryan Road to the west of Teasley ■ Lane. ■ Access is provided via a driveway to Hunters Creek Road. Traffic operations were analyzed at the study intersections for existing volumes, 2024 and 2029 background traffic volumes, and 2024 and 2029 background plus site-generated traffic volumes. The future years correspond to the expected buildout year of the site and a key future study year. Conditions were analyzed for the weekday AM and PM peak hours. The Teasley Commercial development is expected to generate approximately 433 new weekday AM peak hour one-way vehicle trips and 275 new weekday PM peak hour one-way vehicle trips at buildout. The distribution of the site-generated traffic volumes onto the street system was based on the surrounding roadway network, existing traffic patterns, and the project's proposed access location. The background traffic conditions included existing traffic with compound growth rates, plus explicit modeling of the following development in the vicinity: • • .11 North Central Expressway, - 400, Richardson, 1:1 . 1 Teasley Commercial TIA October 2023 Denton,Texas Kim ey 3>> Horn Page 2 ■ Neighborhood along Monte Carlo Road, a development consisting of approximately 147 single family homes to the west of the Teasley Commercial site in Denton, Texas. The traffic impact analysis identified several traffic mitigations. ■ Signalize the intersection of Hunters Creek Road and Teasley Lane. The intersection meets traffic signal volume warrants after the addition of site-generated traffic. The intersection operates at LOS C or better after signalization in all analysis scenarios. ■ Construct a southbound right-turn lane to Hunters Creek Road from Teasley Lane. ■ Construct an eastbound left-turn lane to the South Drive from Ryan Road. Sidewalks are constructed around nearly the entire site. To enhance pedestrian connectivity, it is advised that the development construct pedestrian paths that connect with the existing sidewalk on the north side of Ryan Road. These paths should be designed to provide a continuous and accessible route, ensuring safe and convenient pedestrian movement within the vicinity. All driveways within the development meet the City of Denton's access spacing and median mo spacing requirements. They provide appropriate access and demonstrate relatively low delay. 0) N o a By implementing these recommendations, the proposed development can effectively address o y ?the identified traffic and pedestrian concerns. _ y O Q Q O. _ m U E O. O d d • • .11 North Central Expressway, - 411 Richardson, 1:1 . 1 Teasley Commercial TIA October 2023 Denton,Texas Kim ey 3>> Horn Page 3 1. INTRODUCTION Project: Teasley Commercial development KHA Project#: 069316207 A. Purpose Kimley-Horn was retained to conduct a Traffic Impact Analysis (TIA) of future traffic conditions associated with the development of the Teasley Commercial development. The proposed development is located along the west side of Teasley Lane (FM 2181) to the north of Ryan Road in Denton, Texas. Per the City of Denton's Zoning Map, it is currently zoned as a PD-SC district with a future land-use of Community Mixed Use. The site, as proposed, includes 13,800 SF of office uses, 10,900 SF of medical-dental office building, 21,800 SF of retail uses, 7,000 SF of fast-food restaurant uses, and 2,500 SF of coffee shop uses. The site has four planned access points: a full-access entrance/exit point on Hunters Creek Road, a right-in/right-out entrance/exit on Teasley Lane north of Hunters Creek Road, a right-in/right-out entrance/exit on Teasley Lane between Hunters Creek Road and Ryan Road, and a full-access entrance/exit to Ryan 0) co Road. The predominant mode for the site will be vehicles and there will be no multimodal a) o reduction applied to the trip generation; however, there are nearby schools that some N students and parents may walk from. o y O w a A site vicinity map is provided as Exhibit 1. Exhibit 2 shows the proposed conceptual site U E plan. This study is intended to identify traffic generation characteristics, identify potential o traffic related impacts on the local street system, and to develop mitigation measures o required for identified impacts. B. Methodology Traffic operations were analyzed at the study intersections for AM and PM peak hours for the following scenarios: ■ 2023 existing traffic ■ 2024 background traffic ■ 2024 background plus site traffic ■ 2029 background traffic ■ 2029 background plus site traffic The capacity analyses were conducted using the SynchroTM software package and its associated Intersection reports for signalized intersections and Highway Capacity Manual reports for unsignalized intersections. This report has been prepared in accordance with the City of Denton Transportation Design Criteria Manual and the stamped scope by the City of Denton Transportation staff. 2600 North Central Expressway, Suite 400, Richardson, TX 75080 Teasley Commercial TIA October 2023 Denton,Texas r iv P POW 54)� ' *LU, 401" �.. pWtnd River Lane ` M_ -Teasley Lane(FM 2181)'_ � U ' r 'A 5 q� f` •� _%fit ? v � SON� '`' E c7 rf7311F or i* sr;r 47 c Monte Carlo '^�V y Background iSBo��eva�, 3 ` m 'y Homes y �'i9�� 5r.`,'x .-•`7. _ G o " Ne �, tll Q Hunters Cr Q. eek �� RoLd � �. f*` • �` CL Nelson SIT Elementary i, School v E _ hpp " •t;%rV"1- J n'r` p"`�SchoolDriveway tNelson Elm. - - fl ' - an Roadlilt u .'7 Ai Robinson Road WA 8 Wheeler.Ridge Drive r N N �W EXHIBIT 1 =a y LEGEND: Vicinity Map CD =Se mdary Weial Teasley Commercial-Denton,Texas -Pdaaryw edal North Ki mley>>>Horn •-St°dY'°ta`s�tlm T Not To Scale \ \ PROP. PUBLIC 'Id\ \ \ \ TILT EMENT \ \\ \ BLCCKA PHASE 11 I/ �, \ \ \\/✓/ SUMM?OAKS ADDITION\ \ CABINET U.PAGE 16 \ M.R.O.GT. \ r LOT IA BLOCKA WATER EASE M \\ \ ROF, UBLIC \ UTV EMENT D 26'FI LANE CESS EMNT ENT SI LAND PE D SIDEWAL K EASEMENT Fr \ \\ e*4 PROP 18'%13 ? \ \\ \\ q\ �OJ\ / EXISTING OVER AD CTRIC'St WATER EASEMENT >> PROB'FIRE L9NB^ \ \ 9 - \ y.`/ ACCE93 DT\LRY \ �ASEMENT I / TYPE IA BFR \ \ O'Dd AO9`FP6'SIDEW BTYPE LOT IBBLOCKA / e* 1 \e 1vPE 1A BFR R 8'SIDEWALN C NECT T EXISTING \ CONCRETE P VE T NO / }}' \.EK ROAD I .- PE IA BFR \ \\\\ OP.20' UBLIC \ NECT TO EXISTING \ \ UTJLRY EAT-T 1'1 CONCRETE PAVEMENT +r \ \ \ \ I ; \ PROP3'lANO3CAPE BUFFER 7TYP A BFR o \ hj PROP 18'WA EMEM \ \ ND SID ALK EASEMENT F•1 +f \� E co '--\ \\\ fhROPOSED 28'FIRE LANE�( PROP d N 18' \\\ \ I �\ 1 ACCESS 8 UTILRY WATER EXtB E� cD I 1\ EASEMENT F- N O \ \\ LOT]ABLOCKA V �\ / l✓ PROP 18'%18' C \ \ WATEREASEMENT \ \ \ Y \ \\\ �/ PR 20'PUBLIC / cn $ L \ .t� \ UTIU EASEMENT Q N p \— F• �i /� or zB BLocKA N- L - ;• PROPOSED W FIRE LANE „lj \ CONNECT TO EXI NO O Q Q -\ \•. / / \ ACCESS S UTILITY \ \ \ CONCRETE PAVEMDNT Wa Q \ l� I EASEMENT \ \ \ a Q \ \\ \\ V t= I tit �� •'L `F i\fie . \ PROPOSED 28'FIRE LIE Ge ' I / ACCESS`8CITY \ \\ UT\LITY SST d / 1 �• NT \\ \ / I/ AgCESSE 9ETIMENr / / ROP i6'%18' PUBLIC \ WATER EASEMENT�` \ \ \ \UTILIRY��EMENi PROPO\ ACCESS UTILTRE LINE \/ \ ••�1 ACCESS 8 UTILIRY ?7 EASEMENT � \\ / 1 i EASEMEM�y.G PROP 16'X13 \ \ \ \ / I /\ /WATEREASEMENT VVV \ \ PROPOSED 2B FIRE LANE ACCESS BUTILITY�C� f- II EASEMENT I II /QF I � \ _____________ --______lj/ / I j. PROP 16'X16'J WATER EASEMENT O C1) tY � / I O, i LG .Mi Rya R aG OVERHEAD ELECTRIC EXHIBIT 2 Conceptual Site Plan Teasley Commercial-Denton,Texas North Kimley >> Horn T Not To Scale Kim ey 3>> Horn Page 6 2. EXISTING & PROPOSED LAND USE A. Existing Land-Use Exhibit 1 shows the study area, the approximate site boundaries, and the vicinity of the site. The property is currently zoned as a PD-SC district. The SC stands for "Suburban Corridor" and is intended to support commercial, office, and retail adjacent to suburban neighborhoods along high-traffic corridors. The following intersections were evaluated as part of this study: ■ Teasley Lane at Wheeler Ridge Drive ■ Teasley Lane at Ryan Road ■ Teasley Lane at Hunters Creek Road at Heights Boulevard ■ Teasley Lane at Robinson Road ■ Teasley Lane at Wind River Lane at Lillian Miller Parkway B. Proposed Land-Use The development as proposed includes 13,800 SF of office uses, 10,900 SF of medical- dental office building, 21,800 SF of retail uses, 7,000 SF of fast-food restaurant uses, and E co f0 N 2,500 SF of coffee shop uses. N O N W w =aC. Adjacent Development o y o The Monte Carlo Homes site is located north of Ryan Road along Monte Carlo Lane and o a a Whisperwood Road. Since the homes have been graded and some have already been a built, this development is assumed to be completed by 2024. The site is assumed to have o a total of 147 single-family homes by aerial inspection. The primary access points for the development will be along Ryan Road, though it does have cross access to Hunters Creek Road and two other access points along Teasley Lane. Traffic counts were collected during the summer while school was not in session, so traffic was generated for Nelson Elementary School. Instead of using trip generation methods, traffic counts at the intersection of Teasley Lane and Ryan Road from May 2019, collected while school was in session, were used to model the trips for Nelson Elementary School. These trips are included as background traffic and do not appear in the existing traffic counts. To project background future traffic conditions, vehicle trips from the sites were included in the 2024 and 2029 scenarios. Exhibits detailing the background sites' trip distribution and assignment and the site- generated peak hour turning movements can be found in the Appendix A, including an exhibit showing the location, size, and daily trips of those developments. 2600 North Central Expressway, Suite 400, Richardson, TX 75080 Teasley Commercial TIA October 2023 Denton,Texas Kim ey 3>> Horn Page 7 D. Future Improvements The Monte Carlo Homes development is estimated to add 1,438 daily trips to the existing roadway system. No other non-site future improvements are known. 3. SITE TRAFFIC GENERATION A. Site-Generated Traffic Site-generated traffic estimates are determined through a process known as trip generation. Rates and equations are applied to the proposed land use to estimate traffic generated by the development during a specific time interval. The acknowledged source for trip generation rates is the 111h edition of Trip Generation Manual published by the Institute of Transportation Engineers (ITE). ITE has established trip rates in nationwide studies of similar land uses. The trips indicated are actually one-way trips or trip ends, where one vehicle entering and exiting the site is counted as one inbound trip and one outbound trip. E co N Reductions to the base trip generation estimates are sometimes applied due to internal o capture. Internal capture is the tendency for customers or tenants to visit several parts of w -7 the mixed-use development in one trip but be counted twice in the trip generation since o y o the formulae assume the restaurant, retail, and office developments are isolated. Internal c a Q capture reductions are applied based on the procedures in the 2017 3rd edition of the Trip Qa Generation Handbook, a companion manual to Trip Generation Manual also published by o ITE. The internal capture worksheets are included in Appendix F of this report. Internal capture reduces the number of trips leaving the site, resulting in a projection of internal and external trips. The term "pass-by trips" describes how some drivers that use retail and restaurant uses often have a different primary purpose for their trip, and the retail or restaurant use is simply a stop along the way. These trips are already present in the main street traffic volumes. They only patronize the specific retail or restaurant use because that use happens to be along their already-chosen route. Therefore, these trips are not added to the main street volumes. Rather, they are removed from the through volumes of the major street where they enter the site and they are added back into the main street traffic volumes where they exit the site. According to the ITE 2021 Pass-By Tables (located in Appendix G), the pass-by rates for the uses of the Teasley Commercial development are as follows: ■ Restaurant— 50% AM and 55% PM ■ No other use has data available in the ITE tables. No reductions were taken for multimodal use. Table 1 shows the resulting daily and weekday AM and PM peak hour trip generation for the proposed development, showing new external trips. 2600 North Central Expressway, Suite 400, Richardson, TX 75080 Teasley Commercial TIA October 2023 Denton,Texas Kimley >> Horn Page 8 Table 1 —Trip Generation Daily AM Peak Hour PM Peak Hour Land Uses Amount Units ITE One-Way One-Way Trips One-Way Trips Code Trips IN OUT TOTAL IN OUT TOTAL Small Office Building 13,800 SF 20 30 Medical-Dental Office Building-Stand-Alone 10,900 SF 30 43 Strip Retail Plaza(<40k) 21,800 SF 822 1, 144 Fast-Food Restaurant w/DT 7,000 SF 934 3, 111 231 Coffee/Donut Shop w/DT 2,500 SF 937 1 1, 1 48 1 97 Development Totals Raw Trip Generation Total: 6, 281 545 Internal Capture Total: 1, 142 External Trips: 5, 210 t2275 Pass By Trips: N/A 78 78 156 64 64 Total Net New External Vehicle Trips: 5, 146 Trip Generation rates based on ITE's Trip Generation Manual,11"Edition. Internal Capture and Pass-By procedures from ITE Trip Generation Handbook,3'd Edition(2017). B. Site Trip Distribution and Assignment The distribution of the site-generated traffic volumes in to and out of the site driveway and onto the street system was based on the area street system characteristics, existing traffic E co N patterns, relative land use density, and the locations of the proposed driveway access o to/from the site. oE N o The corresponding inbound and outbound traffic assignment, where the directional c a Q distribution is applied using the most probable paths to and from the site, can be found in rCL w Q a Exhibit 3. Exhibit 4 show the resulting site-generated weekday AM and weekday PM opeak hour turning movements after multiplying the new external trip generation by the respective traffic assignment percentages. The trip assignment for the pass-by traffic is shown in Exhibit 5, and the resulting site-generated pass-by trips are shown in Exhibit 6. The total net trips, where the volumes from Exhibit 4 are added to those from Exhibit 6, are shown in Exhibit 7. The driveways to be modeled in this analysis is as follows: ■ Central Drive — would be a right-in/right-out driveway to Teasley Lane between Hunters Creek Road and Ryan Road. The driveway would be constructed with one lane for outbound movements and one lane for inbound movements. ■ South Drive—would be a full-access driveway to Ryan Road west of Teasley Lane. The driveway would be constructed with one lane for outbound movements and one lane for inbound movements. ■ The site has access to Hunters Creek Road. Intersection sight distance at the proposed driveway is acceptable, being on relatively straight segments of Teasley Lane and Ryan Road. 2600 North Central Expressway, Suite 400, Richardson, TX 75080 Teasley Commercial TIA October 2023 Denton,Texas r m � F� Approach and Departure Percentages i +J ♦ L+ r io% (20%) 10% Teasley Lane(FM 2181) Wind River Lane +1 ♦ f+ 20% � ♦ (10%) --11, 20%-;, ------------------il II II _ II II II II i II II +J ♦ 6► r � s0% ♦ � II Hunters Creek Road Heights Boulevard II Ws%) h ♦ r+ (60%) — II ll 1 e - II (25%) II II II v II II Site _ II II N II N j 10% ♦ o � M o II Central Drive •• ,to^r,) ♦ (1o%) J ~ � CA II c 0 r v II II C y 4) > II d - IL------ CL 20% e V E ~ ~�H(5%) N L+ 20%(5%) r Nelson Elm.School~ o rL Ryan..--- 10%-t s%(to%)-t 4-1 ♦ r+ Driveway 5%(20%) -► l7 ♦ � o ♦ (15%) 20%(5%) i 30% P 15% 5%(20%) 30% N ♦ L+ r +- Robinson Road -t `1 ♦ r+ ♦ (30%) Z � _ LEGEND: X%(Y%) X%=Percentage of Inbound Site-Generated Traffic (Y%)=Percentage of Outbound Site-Generated Traffic Wheeler Ridge Drive ~ ♦ 4 r 4 ♦ 4- S h ♦ r+ Z T i 3m N N �N r EXHIBIT 3 Trip Distribution&Assignment Teasley Commercial-Denton,Texas North Kimley >>Horn T No[To Scale r d m Approach and Departure Volumes e — o(o) ♦ r 25(13) 38(29) ♦ 4 25(,3) Teasley Lane(FM 2181) Wind River Lane o(o)—t ``1 ♦ r♦ 49(26) 19(15) o(o) 49(26).1, _ m _ ------------------il II II — II II i 0(0) II = 0(0) II II +J j L► r o(o) 147(77) ♦ o(0) II Hunters Creek Road Heights Boulevard �7 II II 6s(s1)S ♦ r+ 113(88) t OR II II 6(0)—+ — — II II 47(37)—; II II II II Site II +j ■■ 25(13) 0(0) Central Drivei■■■■■■■ co d o II II ,9rys)� ♦ srysl ♦ 0161 c\d 0 II� � � II c II v II $ C Imo/) a�i II '�° II ♦ 4) O N to e 0 Q C g ^ .off. a ■L 49(26) ^d 4i 9(7) 1J ♦4 r o(0) 59(33)♦ o(0) V E Ryan Road Nelson Elm.School CL Driveway 50(36) 0(0) 0 25(13)� 31(21)� � ♦ a) 12(6)--j. 0(0)1 U > - 0 5 — ♦ S _ 4— 28(22)♦ 4- 58(33) M 50(35) N +-74(39) `s 37(19) /"J ♦ r o(0) 4-- o(0)♦ 74(39) Robinson Road o(o)� +i ♦ r+ a(0) t 55(aa) o(o) o(o) 1 LEGEND: x(Y) i X-Weekday AM Peak Hour Tuming Movements Y=Weekday PM Peak Hour Tuming Movements Volumes may no[sum from point to point due to rounding and resence of smaller drivewa s not included in anal sis. C L 0(0) — Wheeler Ridge Drive ~ 0(0) ~ 0(0) 0(0)J 4-7 ♦ r+ 0(0) ♦ 0(0) T� ♦ �N N N �N W'G r EXHIBIT 4 Site-Generated Traffic Volumes Teasley Commercial-Denton,Texas North Kimley >>Horn t Nd To Scale r m � Approach and Departure Percentages i N ♦ L+ r Teasley Lane(FM 2181) Wind River Lane Z ♦ ------------------i1 II II II II II II �.I ♦ 6► r � e0% ♦ o � II Hunters Creek Road Heights Boulevard II 30%) �7 ♦ r+ (80%) _+ _+ II II II (50%)� o II II � II II II II II II SiteII „ e e II 11 N j 4- to% tM CDII to Central Drive ......... t0^r,) ♦ (m%) 00 N o II 0 _ e 0 w 77 II C to y II N•— > M o a CL y a •i5% V rL Ryan Road 4-1 ~•~5i ~ ♦ ~ r Nelson Elm.School~ ~ C 5%-t _t 4l ♦ r+ Driveway > .5%— N l7 o H (5%) ♦ H i 5�15�1 Robinson Road _4-1 ♦ r+ Z LEGEND: X%(Y%) X%=Percentage of Inbound Site-Generated Traffic (Y%)=Percentage of Outbound Site-Generated Traffic i Wheeler Ridge Drive ~ ♦ 4 r 4 ♦ 4- 4-1 ♦ r+ Z ♦ T i ♦ 3m N N �N r EXHIBIT 5 Trip Distribution&Assignment:Pass-By Teasley Commercial-Denton,Texas North Kimley >>Horn T No[To Scale r m� Approach and Departure Volumes L o(o) o(o( 1 e r 0(0) H 0(0) H 0(0) Teasley Lane(FM 2181) Wind River Lane oo'o'? 4-1T F+ 0(0) ♦ 0(0) ------------------il II II II — o(0) — �� N j 4 r 0(o) 62(51) 0(0) II Hunters Creek Road ` Heights Boulevard II 23(u)—t `' � 62(51) t 0(0) II 30(32)- — II II s II II II II II II II _ II II SiteII II II 411 ♦ H 6(6)♦ H 0(0) r> II Central Drive6000000■■■ N II Ln I 6(6)'Z 6(6) t 0(0) o II II _ II °c II 0 cc II I C y ty II d — > IL=====—r0 p y p Q CL C ., CL ; _ — w Q 'i4(3) e e e io(0) — v E N 4:�-a(-3) N j 4 r6i6i +_ OR♦ 4- 0(0) Q Ryan Nelson Elm.School C an Road a(3)S o(o)S 49 ♦ r► Driveway 6(6) _+ 0(0) —+ to> -a(-3)--j. 0(0) _ o _ G2 0(0)� G ♦ _ — H 0(0) ♦ H 0(0) L 0(0) —_ 0(0) _+ o(0) _+ o o(o) L► r o(ol H 0(0)♦ H 0(0) Robinson Road o(o)1 h ♦ r► 0(0) _+ t 0(0) °(o) 0) 4 — — — o1Z LEGEND: x(Y) X-Weekday AM Peak Hour Tuming Movements Y=Weekday PM Peak Hour Tuming Movements Volumes may no[sum from point to point due to rounding and resen.of smaller drivewa s not included in anal sis. _ L o(o) o(o) Wheeler Ridge Drive 4— 0(0) 4— 0(0) 0(0)S +1 t ♦ 0(0) T� �N N N �nl W`G r EXHIBIT 6 Site-Generated Traffic Volumes:Pass-By Teasley Commercial-Denton,Texas North Kimley >>Horn t Nd To Scale r d m Approach and Departure Volumes — o(o) ♦ e r 25(13) 38(29) ♦ 4 25(13) Teasley Lane(FM 2181) Wind River Lane 0(0)—t ``1 ♦ r♦ 49(26) 19(15) o(o) 49(26).1, _ m _ ------------------il II II — II II i 0(0) II II a = 0(0) II II +J j 4 r o(o( 4— 209(128)♦ 4— 0(0) II Hunters Creek Road Heights Boulevard h II I 89(70) ♦ r► 175(139) t OR II II o 1011 e II 661691z _ — II II II II II Site II 33(19)♦ 4- 0(0) E co II Central Drive■■■■■■■■■■ HN �i 27(21)-j, ♦ 27(21) ♦ 0(0) II to II N o w II _ C II II $ « :a� II � II ♦ a t] H O IL=====_�__________ II G Q Q■ s N r Q = ra a e io(o) $ $ d ' L 53(29) t9 0(0) V E 4i 4:+-5(4) 1J ♦4 r o(0) 59(33)♦ 0(0) G Nelson Elm.School p Ryan Road Driveway d � `29(16)—+ 31(21) 1 ♦ r+ 50(36) t 0(0) > 8(3)--j. 0(0)--* U ♦ # 4- 28(22)♦ 4— 58(33) N +—74139) " 37(19) so(ss) $ 0101 1 N r 0(0) 4-- 0(0) 74(39) Robinson Road o(0)� +i ♦ r+ a(0) t 56(aa) o LEGEND: x(Y) i X-Weekday AM Peak Hour Tuming Movements Y=Weekday PM Peak Hour Tuming Movements Volumes may no[sum from point to point due to rounding and resence of smaller drivewa s not included in anal sis. C +_0(0) 0i01 .5 Wheeler Ridge Drive ~ 0(0) ~ 0(0) 0i0(S h ♦ r+ 0(0) ♦ 0(0) T� ♦ �N N N �N W'G r EXHIBIT 7 Site-Generated Traffic Volumes:Total Net Teasley Commercial-Denton,Texas North Kimley >>Horn t Nd To Scale Page 14 4. EXISTING AND PROPOSED TRAFFIC FLOWS A. Transportation System Exhibit 8 displays the existing thoroughfares, lane assignments, and traffic control within the study area. The following is a general description of the major thoroughfares within the study area as they exist today. Teasley Lane- is a six-lane divided road that runs north-south in the vicinity of the project. On the City of Denton Mobility Plan, Teasley Lane is classified as a primary arterial. The speed limit near the site is 45 mph. Ryan Road— is a two-lane undivided road that runs east-west in the vicinity of the project. On the City of Denton Mobility Plan, Ryan Road is classified as secondary arterial. The speed limit near the site is 35 mph. G M 10 N N O N WO� a) C 10 ' O _ O Q Q O. Q _ m U E O. O d d • • .11 North Central Expressway, - 400, Richardson, ISI . 1 Teasley Commercial TIA October 2023 Denton,Texas r v+>i m � F� W Teasley Lane(FM 2181) Wind River Lane II II II II II II II II II Hunters Creek Road Heights Boulevard I Io Site -------------------------------------, l I I , After Signalization II II Tw l II Central Drive 1 3� £ M H N II 04 o rn C t�1 L—=---��____=--==JI i Hunters 4.4Heights _ — — 0 r j Road Boulevard l ' l y > . 1 y ` `�': C� C L------------------------------------ O Q STOP C a Ryan Road Nelson Elm.School Driveway E � �44� 0 d d 0 Robinson Road LEGEND: O =Si.n.iz.d • =Turn Bay Inlm%Mn STOP =Stop-Controlled =Driveway Lanes or Approach Off-Site Improvements =Travel Lane TWLTL=Two-Way Left Turn Lane Wheeler Ridge Drive T� d N N �N r EXHIBIT 8 Lane Assignment and Intersection Control Teasley Commercial-Denton,Texas North Kimley >> Horn T Not To s-1e Kimley >> Horn Page 16 B. Transportation Volumes Existing Traffic AM and PM peak hour counts were collected at following intersections: ■ Teasley Lane at Wheeler Ridge Drive ■ Teasley Lane at Ryan Road ■ Teasley Lane at Hunters Creek Road ■ Teasley Lane at Robinson Road ■ Teasley Lane at Wind River Lane at Lillian Miller Parkway The raw count sheets are provided in the Appendix D of this report. Exhibit 9 shows the existing weekday AM and PM peak hour traffic volumes. 2024 and 2029 Background Traffic Based on counts provided by the Texas Department of Transportation (TxDOT)Statewide Planning Map daily traffic (ADT) counts show an average growth rate of 1.8%. A 2% cco average annual growth rate was used to calculate the future study years background ~ 00 traffic. Table 2 presents the historical count data along the site development. o � m a y o' Table 2 — Historical Count Data o a a Teasley Lane(FM 2181)[Location ID: 61H71] r= a 24-Hour Annual U £ Record Year Link Start Link End Source Q- Volume Growth Rate 0 > 1 2011 Hunters Creek Road Ranchman Boulevard TxDOT 19,711 - 0 2 2013 Hunters Creek Road Ranchman Boulevard TxDOT 21,081 3.4% 3 2014 Hunters Creek Road Ranchman Boulevard TxDOT 20,178 -4.3% 4 2015 Hunters Creek Road Ranchman Boulevard TxDOT 21,800 8.0% 5 2016 Hunters Creek Road Ranchman Boulevard TxDOT 21,546 -1.2% 6 2017 Hunters Creek Road Ranchman Boulevard TxDOT 23,402 8.6% 7 2018 Hunters Creek Road Ranchman Boulevard TxDOT 19,134 -18.2% 8 2019 Hunters Creek Road Ranchman Boulevard TxDOT 18,323 -4.2% 9 2019 Hunters Creek Road Ranchman Boulevard KHA 18,139 -5.2% 10 2020 Hunters Creek Road Ranchman Boulevard TxDOT 16,505 -9.0% 11 2021 Hunters Creek Road Ranchman Boulevard TxDOT 15,450 -6.4% 12 2023 Hunters Creek Road Ranchman Boulevard KHA 19,584 12.6% Average Growth 2011 -2021: -1.8% Ryan Road [Location ID: 61U334] Record Year Link Start Link End Source 24-Hour Annual Volume Growth Rate 1 2014 Overtake Drive Teasley Lane TxDOT 5,164 - 2 2019 Overtake Drive Teasley Lane TxDOT 7,588 8.0% 3 2019 Overtake Drive Teasley Lane KHA 6,516 4.8% 4 1 2023 1 Overtake Drive Teasley Lane KHA 8,192 5.9% Average Growth 2014-2019: 5.3% Average Annual Growth: 1.8% Used Growth Rate:1 2.0% • • .11 North Central Expressway, 411 Richardson, 1:1 . 1 Teasley Commercial TIA October 2023 Denton,Texas Kim ey))) Horn Page 17 Exhibit 10 (Year 2024) presents background traffic volumes which consist of existing traffic volumes grown at a rate of 2% for one year. Exhibit 12 (Year 2029) presents background traffic volumes which consist of existing traffic volumes grown at a rate of 2% per year for six years. 2024 and 2029 Buildout Traffic Development of Buildout (2024) & Five-Year Horizon (2029) total traffic volumes for weekday AM and PM peak hours are presented in Exhibit 11 and Exhibit 13, respectively. The traffic volumes were calculated by combining the site-generated traffic with the projected background traffic. The Five-Year Horizon (2029)traffic volumes were estimated by combining the anticipated site-generated traffic with the projected 2029 background traffic. G M M N N O N W O C 10 0 ' O _ O Q Q O. Q _ m U E O. O d d • • 611 North Central Expressway, - 411 Richardson, 1:1 • 1 Teasley Commercial TIA October 2023 Denton,Texas r m � x3 m m Approach and Departure Volumes J e $ 67(109) 79(187) _ y r 33(98) 371(708) > 4— 179(384) Teasley Lane(FM 2181) Wind River Lane 12211941—t �"1 ♦ 1"� 469(780) ♦ zsz p26) � 143(177) P6�^. 204(409) 3 ------------------il II � — �� m L17o11) _ II I + ♦ 4 r 25119) H 11(35) 42(30) II Hunters Creek Road ` Heights Boulevard � `II 19(15) ' r+ 34(25) �� 19000) II II e II II ♦ N II II II II II Site - - g II ,I II 4J 0(0) u, 4- 0(0) M II Central Drive 6.....■■■■ H N ii ii o10)Z ♦ 0(0) ♦ 0(0) 00 to II C V jj 0c II O II II — s E to N II II > II II Gto O` IL=====_�___________ oQ a i99 01 G 4 :4;-194(515) ♦ L► r0(o) 194(515) 4— 0(1) O Ryan Road Nelson Elm.School Driveway 282(395) t 1(2) )- 85(163)— `' 282(39595) 0(0) S — Q 42) 197(232)'j, ♦ s 4— 194(515) 194(515) "p3 j — L 162(344) 282(395) 282(995) 1 V — 2(u) m r 33(69) 4- 10(52) 197(437) Robinson Road 7(12) `' t f+ 36(25) t 264(321) 3(2)� LEGEND: A X(Y) X=Weekday AM Peak Hour Tuming Movements Y=Weekday PM Peak Hour Tuming Movements Volumes may no[sum from point to point due to rounding and resen.of smaller drivewa s not included in anal sis. e & L 46(43) — S 2(6) ♦ � t 2„26) Wheeler Ridge Drive H 30(97) 69(77) 36125 2(4) '> 91(63) t 30(120) 531341-j, T i �N N N �N W`G r EXHIBIT 9 2022 Existing Traffic Teasley Commercial-Denton,Texas North Kimley >>Horn t Nd To Scale r d� �3 n m Approach and Departure Volumes � L66(1u) 81691) — r, 37(99) 395(733) a 186(401) Teasley Lane(FM 2181) Wind River Lane ` 124(198)� �1 t r+ 483(814) 265(338) 146(181) 1 213(435) — — _ ffi 49 ------------------il II — — IIi17(11, P II o a 0(0) p II 4J i L+ r 61(21) 4— 13(45) — 78(32) II Hunters Creek Road Heights Boulevard 7 II I 23(18)� t r+ 42(31) t 39007) II II 0(0)1 II II 19(13)� _ $N II II ♦ e II II II II II e � II Site II 11 coII � 0(0) N 0(0) jj ♦ H II Central Drive 6.....■■■■ H N II II °l0)� ♦ 0(0) ♦ 0(0) II II s O oR � y 0 II II 0 , 0Q a CL — yT. Q e e • `d L 29(8) L 0(0) 19(6) 1 U E 4.11 IL�;F 228(566) 1J ♦ L► r 194(25) H 227(567) 242(39) 0.O Ryan Road Nelson Elm.School Driveway 359(440) t 359(33) 358(439) (3)(2 Q 225(253)-1, — — — — � 229(566) v 228(566) `± L 293(388) 358(439) 358(439) o _ 2(24) 1J ♦ m r 3/(70) H 10(52) 329(482) Robinson Road 7(12)_t `' t r+ 37(25) t 374(354) 27(11) — LEGEND: _ x(Y) X=Weekday AM Peak Hour Tuming Movements Y=Weekday PM Peak Hour Tuming Movements Volumes may no[sum from point to point due to rounding and resen.of smaller drivewa s not included in anal sis. e m S L 107(49)2(6) ir 21(29) Wheeler Ridge Drive H 30(99) 130(64) 37(26) t t II+2(4) 'a f 93(65) t 70(127) 54(35)—4, R T i �N N N r0 W`G r EXHIBIT 10 2024 Background Traffic Volumes Teasley Commercial-Denton,Texas North Kimley >>Horn t Nd To Scale r d� �3 n m Approach and Departure Volumes 61(191) ll 4 62(112) 433(762) 4— 211(414) Teasley Lane(FM 2181) Wind River Lane 124(198)-.+ h ♦ r+ 532(940) 294(353) 146(181)� ♦ 262(461) ------------------il zj II II II II S _ II4J j 4 r 61(21) H 222(,73) e H 78(32) II Hunters Creek Road Heights Boulevard II II 112(88)-t 4-1 ♦ r+ 217(170) t 39007) II II e(o)� m II I 105(82)� II II m II II ♦ m II II II ♦ II II II II Site ;; _ g II IIIII 41J ♦ 4— 33(19)♦ 4-- 0(0) M II Central Drive li■■■■■■■■■ Nii I 27(21)i ♦ 27(21) ♦ 0(0) N ("o II c II _ — O 4a � 1"�i4 N jj � II ♦ N 0 Q sz a w Q L 53 29 m $ L 79(6) N S V E 4J 233(570) �J ♦ L► t 194(25) 4_ 286(600) 4— 242(39) Q- Nelson Elm.School O Ryan Road Driveway d 29(ifi)-t �146(206, `' ♦ r+ 408(476) t 159(33) � 366(442)--+ 19(2) ro Q 244(268)-1, $ m ♦ y $ 4- 256(588) - 286(599) & '� J N L 367(427) 195(458) 408(474) 2(2d) ♦ r 34(70) 4- 10(52) +- 403(521) Robinson Road 7(12)_t `' ♦ r+ 37(25) ♦ 430(198) 27(11) _ LEGEND: — x(Y) X-Weekday AM Peak Hour Tuming Movements Y=Weekday PM Peak Hour Tuming Movements Volumes may no[sum from point to point due to rounding and resen.of smaller drivewa s not included in anal sis. 9 $ m L 107(49) j .� 2(6) r 21(29) Wheeler Ridge Drive 4-1 4— w(99) 4- 136(e4) �37(26) 2(4) 1: $ :2 93(65) ♦ 70(127) 54(35)-j, C R T i �N N N �n) W`G r EXHIBIT 11 2024 Background Plus Site-Generated Traffic Volumes Teasley Commercial-Denton,Texas North Kimley >>Horn t Nd To Scale r d� �3 A Approach and Departure Volumes zj �' L 75(123) m 89(211) ♦ r 40(108) ♦. 434(809)♦ 4— 204(442) Teasley Lane(FM 2181) Wind River Lane 137(218).? ``1 1 f+ 533(896) 292(372) 181(199) m 2M(479) — — — ♦ ------------------il II L19(12) N II II e e II II +J r 63(23) H 15(49) ♦ H 82(35) II Hunters Creek Road ` Heights Boulevard II ( 25(2)—t `' t 46(34) t 42017) II II II I 21(14)� II II _ II II ♦ m II II II II II II II Site 'I - m II ,I � 1 II +j i H OR N H 0(0) V) II Central Drive�■■■■■■■■■ 0(0)Z t 0(0) ♦ 0(0) W II S II d w > p n p N O Q CL — >+C Q S 29(e) `R 0(0) m m 79(6) c �J L►.�248(621) 4J i Ljo r 194(25) 247(622)♦ H 242(39) Q- Ryan Road Nelson Elm.School O 0(0)-+ 124(203)� +1 ♦ � Driveway 389(482) m t 359(33) > 388(481)� 19(2) $ > ti N 246(277)-1, ❑ t o — 4-- 248(821)♦ 248(621) 'BN L 310(424) 388(481) 388(481) m _ 2(27) 4 ♦ J r 37(78) 4-- 12(59)♦ 4— 349(529) Robinson Road `8(14)—t ' t r+ 40(28) t 401(387) 29(12) _ Tn'r' e 3(2)� — — LEGEND: x(Y) X=Weekday AM Peak Hour Tuming Movements Y=Weekday PM Peak Hour Tuming Movements Volumes may not sum from point to point due to rounding and resenm of smaller drivewa s not included in anal sis. C SV w at L 112(53) 2(7) +I ♦ L+ r 24(32) — Wheeler Ridge Drive 4� 34(110) 131(92) 41(28)5 ``1 1 r+ 2(5)--+ m Z 103(71) t 73041) 60(38)- T i ♦ �N N N �N W`G r EXHIBIT 12 2029 Background Traffic Volumes Teasley Commercial-Denton,Texas North Kimley >>Horn t Nd To Scale r m� x3 Approach and Departure Volumes L 75(123) $ 89(211) ♦ L+ r 65(121) 472(838) J 4— 229(455) Teasley Lane(FM 2181) Wind River Lane 137(218)—t h ♦ f+ 582(922) 311(387) 161(199) 294(505)`+ — — — ------------------il I — L 19(12) II m m = 0(0) II N L+1 r 13(23) 4— 224(177) 4— 92(35) II Hunters Creek Road Heights Boulevard `II I 114(90) 1 ♦ 221(173) —+ t 42 017) _+ II p o 1011 II II 107(. II II _ II II ♦ m II II II ♦ II II w N e II Site 11 II 33(19)♦ 4— 0(0) M C14M II j..l�, H o II Central Drive 6■■■■■■■■■ F N ii I 27(21)-j, ♦ 27(21) ♦ 0(0) —+ 00 to II V 0c II _ _ II � y d II � II ♦ N d •N > II II C y O O Q CL S CLra 2918) m (� L 53(29) ' 19(6) S E 4J 4:—253(625) +I ♦ L+ r194(25) Nelson Elm.School~ 306(655) H 242(39) O Ryan Road ` Driveway 29(16)—t 155(224)_t `' ♦ r+ 439(518) ♦ 159(33) d 396(484) 19(2) 265(292) S t 4— 276(643) 306(654) L 384(463) & 425(509) 438(516) ' e = 2(27) ♦ J r 37(78) 12(59) 423(568) Robinson Road 8(14)_t `' ♦ r+ 40(28) ♦ 457(431) 29(12) — 6 3(2)� LEGEND: x(Y) X-Weekday AM Peak Hour Tuming Movements Y=Weekday PM Peak Hour Tuming Movements Volumes may no[sum from point to point due to rounding and resen.of smaller drivewa s not included in anal sis. m L 112(53)2(7 �ijiWheeler Ridge Drive 4 r 24132) H 34(110) H 138(92) 41)2s11 h ♦ r'► 2(5)4 m 103(71) ♦ 73041) T i �N N N �N W`G r EXHIBIT 13 2029 Background Plus Site-Generated Traffic Volumes Teasley Commercial-Denton,Texas North Kimley >>Horn t Nd To Scale Kim ey .�>> Horn Page 23 5. TRAFFIC ANALYSIS Kimley-Horn conducted a traffic operations analysis to determine potential capacity deficiencies in the 2023, 2024, and 2029 study years at the study intersections. The acknowledged source for determining overall capacity is the current edition of the Highway Capacity Manual. A. Level of Service Evaluation Capacity analysis results are listed in terms of Level of Service (LOS). LOS is a qualitative term describing operating conditions a driver will experience while traveling on a particular street or highway during a specific time interval. It ranges from A (very little delay) to F (long delays and congestion). Table 3 shows the definition of level of service for signalized and unsignalized intersections. Table 3— Level of Service Definitions Level of Signalized Intersection Unsignalized Intersection Average Total Delay Average Total Delay Service (sec/veh) (sec/veh) E co A <10 <_10 B >10 and :520 >10 and :515 w C >20 and :535 >15 and :525 o y > D >35 and :555 >25 and :535 o a a E >55 and :580 >35 and :550 0 a F >80 >50 o Definitions provided from the Highway Capacity Manual,Special Report 209,Transportation Research Board,2010. m m Study area intersections were analyzed based on average total delay analysis for signalized and unsignalized intersections. For the unsignalized analysis, the level of service (LOS) for a two-way stop-controlled intersection is defined for each movement. Unlike signalized intersections which define LOS for each approach and for the intersection as a whole, LOS for two-way stop-controlled intersections is not defined as a whole. Traffic signal timings were based timing sheets provided by the City of Denton, included in Appendix H. The analyses assumed the lane geometry and intersection control shown in Exhibit 8. Analysis Results Table 4 and Table 5 show the intersection operational results for the weekend and PM peak hours, respectively. 2600 North Central Expressway, Suite 400, Richardson, TX 75080 Teasley Commercial TIA October 2023 Denton,Texas Kim ey>>> Horn Page 24 Table 4-Traffic Operational Results -Weekday AM Peak Hour 2024 Background plus 2024 Background 2024 Background plus 2029 Background 2029 Background plus 2023 Existing Traffic Traffic $ ite Traffic Site Traffic- Traffic Site Traffic Signalized INTERSECTION APPROACH AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK FOUR AM PEAK HOUR AM PEAK HOUR DELAY LOS DELAY LOS DELAY LOS DELAY LOS DELAY LOS DELAY LOS (SEC/VEX) ISEC/VEH) (SEC/VEX) (SECIVEX) (SECIVEX) ISEC/VEX) Signalized Intersection EB 16.9 B 14.9 B 16.0 B 16.0 B 15.7 B 16.7 B Teasley Lane(FM 2181) WB 27.0 C 20.0 B 20.9 C 20.9 C 21.0 C 21.5 C Lillian Miller Parkway NB 30.7 C 16.7 B 17.3 B 17.3 B 17.5 B 18.9 B Wind Riper Lane SB 33.7 C 23.7 C 25.0 C 25.0 C 24.7 C 26.7 C Overall 27.3 C 18.2 B 19.1 B 19.1 B 19.1 B 20.4 C EB - - - - - - 19.4 B 2.7 A 20.0 B Teasley Lane(FM 2181) WB - - - - - - 5.9 A 6.5 A 6.5 A Hunters Creek Road/ NB - - - - - - 9.5 A 6.7 A 9.7 A Heights Boulevard (Signalized) SB - - - - - - 14.8 B 6.5 A 15.4 B E M Overall - - - - - - 12.6 B 6.5 A 12.9 B 1c N H N EB 13.4 B 16.2 B 17.3 B 17.3 B 16.7 B 17.7 B O C r_ �_ Teasley Lane(FM 2181) WB 34.0 C 23.6 C 25.4 C 25.4 C 24.6 C 26.2 C w r @ to d Ryan Road/ NB 16.3 B 18.1 B 18.9 B 18.9 B 18.6 B 21.2 C Q y G Wheeler Drw(Nelson Elementary School) SB 21.8 C 23.7 C 24.2 C 24.2 C 24.1 C 24.9 C a+ CL C Q 01 Overall 17.9 B 19.9 B 20.7 C 20.7 C 20.4 C 22.1 C U � >Z EB 21.8 C 23.3 C 23.2 C 23.2 C 23.8 C 23.7 C O N d WB 12.6 B 9.1 A 9.2 A 9.2 A 9.3 A 9.4 A Teasley Lane(FM 2181) Robins @Road/ NB 19.7 B 20.7 C 21.8 C 21.8 C 21.5 C 21.9 C Miranda Place SB 10.6 B 11.7 B 13.7 B 13.7 B 12.4 B 15.3 B Overall 14.2 B 14.4 B 15.5 B 15.5 B 15.1 B 16.4 B EB 13.4 B 10.9 B 10.9 B 10.9 B 10.9 B 10.5 B WB 12.9 B 9.6 A 9.6 A 9.6 A 9.8 A 9.8 A Teasley Lane(FM 2181) @ NB 11.3 8 14.1 B 14.2 B 14.2 B 14.1 B 15.6 B Wheeler Ridge Ddwe SB 11.2 B 12.4 B 12.4 B 12.4 B 12.4 B 13.5 B Overall 11.4 B 12.7 B 12.7 B 12.7 B 12.7 B 13.7 B Unsignalized Intersection ML EB 26.8 D 15.0 B 81.7 F - - - - - - Teasley Lane(FM 2181) @ We 27.0 D 23.5 C 61.8 F - - - - - - Hunters Creek Road @ SBL 16.1 C 12.3 B 12.3 B - - - - - - Heights Boulevard NBL 14.4 B 10.8 B 13.8 B - - - - - - Teasley Lane(FM 2181) EB - - - - 11.9 B 11.9 B - - 12.2 B @ Central Ddve Ryan Road SB - - - - 15.4 C 15.4 C - - 16.3 C South Dr% EBL - - - - 8.0 A 8.0 A - - 8.1 A 2600 North Central Expressway, Suite 400, Richardson, TX 75080 Teasley Commercial TIA October 2023 Denton,Texas K i m ey>>> H o r n Page 25 Table 5-Traffic Operational Results -Weekday PM Peak Hour 2024 Background plus 2024 Background 2024 Background plus 2029 Background 2029 Background plus 2029 Background plus 2023 Existing Traffic Traffic Site Traffic Site Traffic-Signalized Traffic Site Traffic Site Traffic-Retimed INTERSECTION APPROACH PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR DELAY LOS DELAY LOS DELAY LOS DELAY LOS DELAY L08 DELAY LOS DELAY LOS (SEC/VEX) (SECIVEX) (SECIVEX) (SEC/VEX) (3ECIVEX) (SECIVEX) (SEC/VEX) Signalized Intersection EB 16.9 B 17.8 B 19.9 B 19.9 B 22.0 C 28.5 C 39.1 D Teasley Lane(FM 2181) WB 27.0 C 27.8 C 28.0 C 28.0 C 29.7 C 29.6 C 39.4 D Lillian Miller Parkway NB 30.7 C 35.3 D 43.4 D 43.4 D 48.5 D 60.9 E 31.8 C Wind River Lane SB 33.7 C 35.2 D 36.3 D 36.3 D 41.7 D 43.6 D 48.0 D Overall 27.3 C 29.6 C 33.3 C 33.3 C 37.2 D 43.8 D 38.9 D EB - - - - - - 16.6 B 0.4 A 17.5 B 17.5 B Teasley Lane(FM 2181) WB _ _ _ _ _ - 0.6 A 0.4 A 0.7 A 0.7 A @ Hunters Creek Road/ NB - - - - - - 11.7 B 7.8 A 12.0 B 12.0 B Heights Boulevard (Signalized) SB - - - - - - 13.6 B 6.2 A 13.9 B 13.9 B Overall - - - - - - 12.8 B 6.8 A 13.1 B 13.1 B E M W N EB 13.4 B 18.5 B 19.8 B 19.8 B 19.9 B 21.2 C 21.2 C Teasley Lane(FM 2181) WB 34.0 C 24.7 C 25.3 C 25.3 C 25.9 C 26.1 C 26.1 C O O @ ++ w Ryan Road/ NB 16.3 B 24.4 C 30.4 C 30.4 C 38.9 D 48.5 D 48.5 D N Wheeler Drive(Nelson O Elementary School) SB 21.8 C 23.0 C 23.3 C 23.3 C 23.2 C 23.7 C 23.7 C O Q O X�C Q Overall 17.9 B 22.9 C 25.9 C 25.9 C 29.9 C 34.5 C 34.5 C _ d U E G EB 21.8 C 22.8 C 22.8 C 22.8 C 23.4 C 23.4 C 23.4 C O 4) WB 12.6 B 13.0 B 12.9 B 12.9 B 13.4 B 13.4 B 13.4 B y Teasley Lane(FM 2181) @ NB 19.7 B 21.2 C 21.6 C 21.6 C 21.9 C 22.3 C 22.3 C Robinson Road/ Miranda Place SB 10.6 B 11.4 B 13.2 B 13.2 B 13.4 B 16.1 B 16.1 B Overall 14.2 B 15.1 B 15.9 B 15.9 B 16.3 B 17.6 B 17.6 B EB 13.4 B 14.1 B 14.2 B 14.2 B 14.9 B 15.1 B 15.1 B WB 12.9 B 13.2 B 13.4 B 13.4 B 14.1 B 14.3 B 14.3 B Teasley Lane(FM 2181) @ NB 11.3 B 12.6 B 12.6 B 12.6 B 13.6 B 13.5 B 13.5 B Wheeler Ridge Drive SB 11.2 B 12.5 B 12.4 B 12.4 B 12.3 B 12.2 B 12.2 B Overall 11.4 B 12.6 B 12.6 B 12.6 B 13.0 B 13.0 B 13.0 B Unsignalized Intersection EB 26.8 D 29.1 D 200.0+ F - - - - - - - - Teasley Lane(FM 2181) @ WB 27.0 D 30.8 D 50.4 F - - - - - - - - Hunters Creek Road @ SBL 16.1 C 16.9 C 16.8 C - - - - - - - - Heights Boulevard NBL 14.4 B 14.9 B 18.5 C - - - - - - - - Teasley Lane(FM 2181) EB - - - - 14.2 B 14.2 B - - 15.0 B 15.0 B @ Central Ddve Ryan Road SB - - - - 20.6 C 20.6 C - - 23.2 C 23.2 C South Drive EBL - - - - 8.8 A 8.8 A - - 9.0 A 9.0 A 2600 North Central Expressway, Suite 400, Richardson, TX 75080 Teasley Commercial TIA October 2023 Denton,Texas Kim ey 3>> Horn Page 26 2023 Existing Traffic Operations Analysis of 2023 existing conditions report LOS D or better at all of the signalized intersections and unsignalized approaches. Teasley Lane has recently been expanded through the study area, and the intersections reflect low levels of delay. 2024 Traffic Operations Analysis of year 2024 conditions report similar results to 2023 existing conditions with some increases in delay.All intersections and movements perform at LOS D or better with the following exception. Hunters Creek Road at Teasley Lane The eastbound approach of Hunters Creek Road to Teasley Lane changes to LOS F in both peak hours with site-generated traffic. The PM traffic volumes along Teasley Lane are fairly high. The westbound approach also changes to LOS F. The only real mitigation for this intersection is signalization.As shown in the traffic signal warrant analysis included later in this report, the intersection meets the eight- and four-hour warrants after the addition of site-generated traffic. This study recommends that a traffic signal be built at the E N intersection. (Do N w a After a traffic signal is constructed at the intersection, the intersection and its approaches o N o operate at LOS C or better. Without geometric improvements, the signalized intersection o a Q is able to handle the 2024 buildout traffic. rCL w = a " Q 2029 Traffic Operations 0 While the 2029 delays are higher than in the 2024 scenarios, all intersections and approaches continue to operate at LOS D or better during both peak hours with only one exception. Lillian Miller Parkway at Wind River Lane at Teasley Lane The northbound approach of Teasley Lane to its intersection with Wind River Lane and Lillian Miller Parkway changes from LOS D to E during the PM peak hour. The northbound left-turning movement has nearly 400 vehicles in the background scenario and over 400 vehicles after the addition of site-generated traffic. A simple retiming is suggested to ease the future delay at the movement: add 10 seconds to the northbound left-turning movement phase (Phase 5) and add 5 seconds to the southbound through movement phase (Phase 6). The northbound through phase (Phase 2) will increase by 15 seconds to accommodate these changes. This intersection is not coordinated with other intersections, so changing the cycle length or phase timings will not affect the nearby signalized intersections. This returns the approach delays to LOS D or better while preserving overall LOS D at the intersection. The full detailing of the signal timing changes is shown in Table 6. • • 611 North Central Expressway, 411 Richardson, 1:1 . 1 Teasley Commercial TIA October 2023 Denton,Texas Kim ey 3>> Horn Page 27 Table 6— Proposed Signal Timing Changes for Teasle at Lillian Miller Phase Movement Current Proposed Timing Timing 1 SBL 20 20 2 NBT 30 45 3 EBL 20 20 4 W BT 20 20 5 NBL 20 30 6 SBT 30 35 7 WBL 20 20 8 EBT 20 20 After the full addition of site-generated trips to the 2029 background traffic volumes, no additional mitigations are necessary to incorporate the Teasley Commercial development into the local traffic network. 2029 Traffic Operations with Turn Lanes E M The 2029 buildout scenario was reanalyzed with the turn lanes warranted for the site. N There is a right-turn deceleration lane from Teasley Lane to Hunters Creek Road and a � o `° left-turn deceleration lane from Ryan Road to the South Drive. As shown in Table 7, the � N delays are nearly identical before and after the turn lanes are included. At buildout, the o 'y 0 95th percentile queue length was and is projected to be 109' in the AM peak hour and 172' w a in the PM peak hour. U E CL Once the southbound right-turn lane is added, the 95t' percentile queue length for the o right-turning movement is 28' in the AM peak hour and 22' in the PM peak. Table 7 —Traffic Operational Results —Turn Lanes Included 2029 Background plus 2029 Background plus 2029 Background plus 2029 Background plus Site Traffic Site T Turn Site Traffic Site T Turn Lanes Lanes INTERSECTION APPROACH AM PEAK HOUR AM PEAK HOUR PM PEAK HOUR PM PEAK HOUR DELAY LOS DELAY LOS DELAY LOS DELAY LOS (SEC/VEH) (SEC/VEH) (SEC/VEH) (S ECIVEH) Signalized Intersection EB 20.0 B 19.7 B 17.5 B 17.4 B Teasley Lane(FM 2181) WB 6.5 A 6.4 A 0.7 A 0.7 A @ Hunters Creek Road/ NB 9.7 A 9.7 A 12.0 B 12.0 B Heights Boulevard (Signalized) SB 15.4 B 14.2 B 13.9 B 12.9 B —r-- Overall 12.9 B 12.5 B 13.1 B 12.6 B Unsignalized Intersection Ryan Road SB 16.3 C 16.1 C 23.2 C 23.2 C South Drive EBL 8.1 A 8.1 A 9.0 A 9.0 A • • 611 North Central Expressway, 411 Richardson, 1:1 • 1 Teasley Commercial TIA October 2023 Denton,Texas Kim ey>>> Horn Page 28 B. Turning Movement Evaluation Right-Turn Deceleration Lanes According to Section 1.4.3 of the City of Denton Transportation Criteria Manual, it is recommended to have right-turn lanes at driveways along major arterial and collector roads. These right-turn lanes should be provided when the number of right turns exceeds 60 vehicles per hour (vph) for roadways with speed limits of 40 miles per hour (mph) or lower and 50 vph for roadways with speed limits of 45 mph or greater. As shown in Table 8, the southbound approach of Teasley Lane to Hunters Creek Road meets City of Denton's requirements for a right-turn deceleration lane into the site. Its dimensions should be as follows: ■ Hunters Creek Road from Teasley Lane • 11' lane width • 200' taper • 200' of storage N Table 8 — Right-Turn Lane Analysis Projected Maximum TxDOT Threshold City of Denton Threshold a) Right-Turn Location Peak Hour Right-Turn Lane o U � g (Access Management (City of Denton Transportation Recommended? c N Right-Turn Volume Manual,Table 2-3) Criteria Manual,Section 1.4.3) p 'y o Hunters Creek Road from 77 vph 50 vph 50 vph Yes o a a Teasley Lane a Central Drive from 33 vph 50 vph 50 vph No v E Teasley Lane a South Drive from > Ran Road 53 vph N/A 60 vph No m 0 • • .11 North Central Expressway, - 400, Richardson, ISI . 1 Teasley Commercial TIA October 2023 Denton,Texas Kim ey 3>> Horn Page 29 Left-Turn Deceleration Lanes Table 1.4.3.1 of the City of Denton Transportation Criteria Manual provides guidelines for the volumes at which left-turn lanes are warranted, accounting for the left-turn volume, the main lane vehicle volume, and the number of approach legs to an intersection. As shown in Table 9, an eastbound left-turn lane should be built for the South Drive at Ryan Road. The projected 95th percentile queue lengths are less than one vehicle long in both peak hours, so the minimum turn lane dimensions should apply and are as follows: ■ 11' lane width ■ 100' taper ■ 150' of storage Table 9 — Left-Turn Lane Anal sis Projected Projected City of Denton Approach Right-Turn Maximum Peak Approach Threshold Left-Turn Lane Location Hour Volume of Main Volume per (City of Denton Recommended? Left-Turn Volume Lanes Lane Transportation Criteria Manual,Section 1.4.3.1) Zan uth Drive from 29 vph 731 vph 365.5 vphpl 200 vph Yes 1= Road M f0 N y O � N C. Roadway Sizing Na The volume to capacity ratio (V/C) of the different roadway links that would be impacted o a Q by the proposed development's traffic was calculated for the 2023 existing traffic, 2024 w a background and background plus site traffic, and 2029 background and background plus U E site traffic scenarios. The hourly link capacity for each roadway is taken from the NCTCOG CL model capacity volumes assuming the suburban residential area type. Teasley Lane, as o a major arterial, has a capacity of 925 vehicles per hour per lane (vphpl). Ryan Road, as a secondary arterial, has a capacity of 825 vphpl. The link analyses, displayed below in Table 10 and Table 11, shows that Teasley Lane operates with ample capacity at LOS A/B in all scenarios. Ryan Road operates at LOS D or better in all scenarios. The site accounts for less than 3% of the total capacity of Ryan Road. The site traffic as proposed does not have a significant negative impact on the link capacity of US 380 and causes no changes in level of service. • • .11 North Central Expressway, 411 Richardson, 1:1 . 1 Teasley Commercial TIA October 2023 Denton,Texas K i m ey>>> H o r n Page 30 Table 10 - Link O erational Results -AM Peak Hour AM Peak Hour F,IL,n Roadway Segment Capacity Direction of Background VIC LOS Back+Site VIC L Travel Volume Volume 2021 Existing Scenario North of Hunters Creek Road 3 2,775 NB 596 0.21 A/B Teasley Lane North of Hunters Creek Road 3 2,775 SB 449 0.16 A/B West of South Driveway 1 825 EB 282 0.34 A/B Ryan Road West of South Driveway 1 825 W B 194 0.24 A/B 2024 Buildout Scenario North of Hunters Creek Road 3 2,775 NB 648 0.23 A/B 733 0.26 A/B Teasley Lane North of Hunters Creek Road 3 2,775 SB 479 0.17 A/B 590 0.21 A/B West of South Driveway 1 825 EB 358 0.43 A/B 395 0.48 C Ryan Road West of South Driveway 1 825 W B 228 0.28 A/B 256 0.31 A/B 2029 Horizon Scenario North of Hunters Creek Road 3 2,775 NB 712 0.26 A/B 797 0.29 A/B Teasley Lane North of Hunters Creek Road 3 2,775 SB 528 0.19 A/B 639 0.23 A/B West of South Driveway 1 825 EB 388 0.47 C 425 0.52 C Ryan Road West of South Driveway 1 825 W B 248 0.30 A/B 276 0.33 A/B Table 11 - Link Operational Results - PM Peak Hour PM Peak Hour Roadway Segment Number Capacity of Lanes Direction of Background V/C LOS Back+Site VIC LOS E M Travel Volume Volume H N 2021 Existing Scenario W North of Hunters Creek Road 3 2,775 INS 911 0.33 A/B 2, Teasley Lane C = North of Hunters Creek Road 3 2,775 SB 955 0.34 A/B yWest of South Driveway 1 825 EB 395 0.48 C _ Ryan Road, G y (D C West of South Driveway 1 825 WB 515 0.62 C H L G Q Q 2024 Buildout Scenario .+ Q y C Q North of Hunters Creek Road 3 2,775 NB 954 0.34 A/B 1,020 0.37 A/B N Teasley Lane () E North of Hunters Creek Road 3 2,775 SB 988 0.36 A/B 1,046 0.38 A/B CWest of South Driveway 1 825 EB 439 0.53 C 458 0.W C Ryan Road � West of South Driveway 1 825 WB 566 0.69 D 568 0.71 D a) 2029 Horizon Scenario North of Hunters Creek Road 3 2,775 INS 1,051 0.38 A/B 1,117 0.40 A/B Teasley Lane North of Hunters Creek Road 3 2,175 SB 1,089 0.39 A/B 1,147 0.41 AIB West of South Driveway 1 825 EB 481 0.58 C 500 0.61 C Ryan Road West of South Driveway 1 825 WB 621 0.75 D 643 0.78 D 2600 North Central Expressway, Suite 400, Richardson, TX 75080 Teasley Commercial TIA October 2023 Denton,Texas Kim ey 3>> Horn Page 31 D. Traffic Signal Warrant Analysis A Traffic Signal Warrant Analysis (TSWA) was performed at the intersection of Teasley Lane and Hunters Creek Road/Heights Boulevard and is summarized in Table 12. The intersection meets the Eight-Hour Signal Warrant and the Four-Hour Signal Warrant once the surrounding development sites are added to the street system in 2024. The TSWA spreadsheet is located in the Appendix E. It is recommended that a signalized intersection be installed. Table 12 --Signal Warrant Summary Warrant 1A Warrant 1 B Warrant 2 8 Hour-Minimum 8 Hour-Interruption of 4-Hour Vehiclular Traffic Continuous Traffic Hours Warrant Hours Warrant Hours Warrant Intersection Scenario Met Met? Met Met? Met Met? Teasley Lane at Background(2024) 0 No 0 No 0 No Hunters Creek Road Teasley Lane at Buildout(2024) 6 No 15 Yes 14 Yes E M Hunters Creek Road 10 N 0) O N V O o w a E. Access Spacing o y o The City of Denton Transportation Criteria Manual's Access Management section requires wa a median opening with a minimum of 400' apart measured from the nose of median to the E nose of median. The City of Denton also requires driveways to be spaced 200' apart on o Primary Arterials such as Teasley Lane. The South Drive is approximately 275' from the o gas station driveway to the east and well over 500' from the multifamily driveway to the west. Hunters Creek Road is located at an existing median opening and is over 500' from any driveway along Teasley Lane. Both driveways meet the City of Denton's median access and driveway spacing requirements. Along Teasley Lane, TxDOT requires 360' between driveways. The Central Drive provides approximately 425' to Hunters Creek Road. The City of Denton instructed that the access spacing should be measured to Ryan Road, not the gas station driveway, so the Central Drive provides approximately 515' to Ryan Road and meets TxDOT and City of Denton access spacing requirements. 2600 North Central Expressway, Suite 400, Richardson, TX 75080 Teasley Commercial TIA October 2023 Denton,Texas Kim ey>>> Horn Page 32 F. Parking Demand Analysis Exhibit 2 in the report showcases a conceptual site plan that shows the parking areas' locations for the proposed development. The site encompasses a total of 275 parking spaces. According to the Development Code of the City of Denton, minimum parking requirements are established for different types of land use. The most intense parking generator of the uses of the Teasley Commercial site is retail, so the entire site was modeled as retail. The data presented in Table 13 is extracted from Table 7.9-1 of the City Development Code. The analysis confirms that the proposed site surpasses the parking space requirement of 160 spaces stated in the code by providing a total of 275 parking spaces. Therefore, the site meets and exceeds the specified parking requirement. Table 13 — Parking Demand Analysis Parking Demand Ratio Land Use (City of Denton Development Code, Amount Parking Demand Table 7.9-1) E N d O � N Retail 1 space per 350 sq.ft. GFA 56,000 160 m � N N d - > N O O a Q .. >Z = a " L a G. Multimodal Analysis 0 The proposed development on Teasley Lane should consider incorporating multimodal infrastructure to ensure safe and convenient transportation options for pedestrians. A multimodal analysis of the area reveals the following: The development is across Teasley Lane from Nelson Elementary School. Currently,there is a 5-foot sidewalk on the western side of Teasley Lane. The intersection of Ryan Road and Teasley Lane has been recently rebuilt and has pedestrian ramps at each corner. Pedestrians can safely cross Teasley Lane at the marked crosswalks. There is also a sidewalk along the northern side of Ryan Road adjacent to the gas station to the east of the site and adjacent to the multifamily development to the west of the site. The development should construct a sidewalk along the northern side of Ryan Road connecting the sidewalk. These improvements will serve students crossing Teasley Lane at Ryan Road to get to Nelson Elementary School. The pedestrian paths should be wide enough to accommodate pedestrians comfortably and adhere to applicable accessibility guidelines. By incorporating these pedestrian paths and connecting them to the existing sidewalk, the proposed development can contribute to a more walkable and accessible environment. • • .11 North Central Expressway, - 400, Richardson, 1:1 . 1 Teasley Commercial TIA October 2023 Denton,Texas Page 33 H. Safety Analysis A CRIS Query was completed on Teasley Lane and Ryan Road in Denton, TX. The data from the crash reporting system is presented in Table 14. There were 63 crashes reported in the last 5 years but there were no serious or fatal injuries, indicating that there is not a significant safety concern on the roadway. Table 14 — Crash Data Teasley Lane and Ryan Road Crash Data N - NOT INJURED 51 C - POSSIBLE 3 INJURY B - SUSPECTED 9 MINOR INJURY A- SUSPECTED 0 M co SERIOUS INJURY 0) o N W O w w K - FATAL INJURY 0 o ' O _ O Q Q O. _ m U E O. O d d • • .11 North Central Expressway, - 400, Richardson, ISI . 1 Teasley Commercial TIA October 2023 Denton,Texas Kim ey 3>> Horn Page 34 6. CONCLUSIONS AND RECOMMENDATIONS The traffic impact analysis identified several traffic mitigations. ■ Signalize the intersection of Hunters Creek Road and Teasley Lane. The intersection meets traffic signal volume warrants after the addition of site-generated traffic. The intersection operates at LOS C or better after signalization in all analysis scenarios. ■ Construct a southbound right-turn lane to Hunters Creek Road from Teasley Lane. ■ Construct an eastbound left-turn lane to the South Drive from Ryan Road. Sidewalks are constructed around nearly the entire site. To enhance pedestrian connectivity, it is advised that the development construct pedestrian paths that connect with the existing sidewalk on the north side of Ryan Road. These paths should be designed to provide a continuous and accessible route, ensuring safe and convenient pedestrian movement within the vicinity. All driveways within the development meet the City of Denton's access spacing and median Gnacing requirements. They provide appropriate access and demonstrate relatively low delay. E N By implementing these recommendations, the proposed development can effectively address Q'the identified traffic and pedestrian concerns. � C2 0 y O _ y O Q Q O. _ m U E O. O d d • • .11 North Central Expressway, - 411 Richardson, 1:1 . 1 Teasley Commercial TIA October 2023 Denton,Texas Kim ey 3>> Horn Page 35 Appendix A. Background Development Exhibits B. Results Summary Table C. City of Denton TIA Comments and Kimley-Horn Responses D. Existing Traffic Counts and Historical Traffic Volumes E. Traffic Signal Warrant Analysis F. Internal Capture Worksheets G. ITE 2021 Pass-By Tables H. Signal Timing Sheets I. Approved TIA Scope J. 2023 Existing Traffic Analysis K. 2024 Background Traffic Analysis L. 2024 Background Plus Site Traffic Analysis C M. 2029 Background Traffic Analysis G co N N. 2029 Background Plus Site Traffic Analysis w r O. 2029 Background Plus Site Traffic Analysis—With Turn Lanes 0 y O _ y O Q Q O. _ m U E O. O d d • • 611 North Central Expressway, - 411 Richardson, 1:1 • 1 Teasley Commercial TIA October 2023 Denton,Texas Ki r Page 36 Appendix A: Background Development Exhibits G coM N N O N W � � O C 10 y O _ y O Q Q O. _ m U E O. O d d • • .11 North Central Expressway, - 400, Richardson, ISI . 1 Teasley Commercial TIA October 2023 Denton,Texas r m � F� Approach and Departure Percentages i +J ♦ L+ t to% (20%) 10% Teasley Lane(FM 2181) Wind River Lane +1 ♦ r► 20% ♦ (10%) --11, 20%-;, ------------------i, II II _ II II _ i II II �J j 6► � � 10% � � II Hunters Creek Road Heights Boulevard II II (5%) +1 ♦ r+ (10%) — II (5%) — II II — II II ♦ U II II II ♦ II II II II Site o - �� 11 +J II Central Drive ■■■■■■■■■ 0o II II Z I' � II c _ — � — M jj ♦ N O Q CL \ >' i - (� E a /J 4�H 40% N 4 r 40% N CL Ryan Road Nelson Elm.School p ` Driveway (35%) 1 ♦ (65%) ' (fi5%) 0 40% 40% _ i 30 (65%) (65%) ,J ♦ 4 r 4— 30% Robinson Road 1 ♦ r+ ♦ (30%) Z � _ LEGEND: X%(Y%) X%=Percentage of Inbound Site-Generated Traffic (Y%)=Percentage of Outbound Site-Generated Traffic Wheeler Ridge Drive ~ ♦ 4 r 4 ♦ 4- S h ♦ r+ Z T 1 3m N N N r EXHIBIT Al Trip Distribution and Traffic Assignment:Monte Carlo Background Homes Teasley Commercial-Denton,Texas North Kimley >>Horn T No[To Scale r 17 of m � x3 Approach and Departure Volumes L 0(0) 4--0(0) j 4 r 3(9) 4— 16(11)♦ 4— 3(9) Teasley Lane(FM 2181) Wind River Lane t 0(0) t ♦ ------------------i1 II II — II L 0(0) - N 0(0) II N j L► r°(°) H z 1101 j 4— 0(0) II Hunters Creek Road Heights Boulevard � `II 4(3) 1 t I+ 6(6) 0(0) II 0(0)--+ t II 4(3)Z U — — II II II ♦ II II II II II II Site 11 _ II 11 � o M co 11 411 j H 0(0) 0(0) II Central Drivel■■■■■■■■■ F_ N ii ii °(6)Z ♦ 6(6) ♦ 9(6) ro rn C - 10 d y d II II ♦ w N IL=====— oaCL .. CL - V a 'io(0) = o soli E 11(36) �J j 4 r 0(0) H 10(37) 0(0) O Ryan Road Nelson Elm.School Driveway s2(36) 0(0) —+ 0(0)— 28( ) 1 � 611�)1 0(0 )1 = — — t' 24(16)� — t — +— 11(36) ♦ 11(36) i 6(27) — 61(34) 61(34) _+ w o(o) N l 4 rol0) H 0(0) j H 6(27) Robinson Road o(o)_t h t r+ 0(0) _+ t 24(16) —+ LEGEND: — x(Y) X-Weekday AM Peak Hour Tuming Movements Y=Weekday PM Peak Hour Tuming Movements Volumes may no[sum from point to point due to rounding and resen.of smaller drivewa s not included in anal sis. — 0(o0)) j r j Wheeler Ridge Drive 0( 4— 0 (0) 4— 0(0) 0(0)S 4-1 1 r+ 0(0) _ 0(0) t 0(0) —+ 0(0)_ — — — T� ♦ 3 omi N N N r EXHIBIT A2 Site-Generated Traffic Volumes:Monte Carlo Background Homes Teasley Commercial-Denton,Texas North Kimley >>Horn T No[To Scale r m� Approach and Departure Volumes L o(o) o(o) 1 ♦ e r 0(0) H 0(0) H 0(0) Teasley Lane(FM 2181) Wind River Lane oo(c) 4-1 ♦ F+ O(G) ♦ 0(0) ------------------il II II II II = II II L 0(0) �-► r 35(2) 0(0) 35(2) II Hunters Creek Road Heights Boulevard II II o(o)S h ♦ F+ 0(0) t 20(5) II II ol0)1 0 = _ II II � II II II � II Site II e1 0(0) 4__ 0(0) II Central Drive�■■■■■■■■■ l�4 N II II 0(0)Z ♦ 0(0) ♦ 0(0) II to II o = 0o II c II g — C C II v II yy j IL=====_�___________ y O O Q Q e e • e e o �29(8) 4J 19(5) 41 ♦ 1"► r 19a(25) 19(5) M(38) U E Ryan Road Nelson Elm.School 0. O tejsj� lc(o) 4-1 _♦ r+ Driveway 19(2) ♦ 359(31) > 4— 19(5) 4__ 19(5) $ L 120(10) g 19(2) 19(2) o(o) +j ♦ 4 t o(o) o(o)♦ 120(10) Robinson Road o(o)S 41 ♦ r+ 0(0) _+ t 9000) � i3 _ LEGEND: x(Y) i X-Weekday AM Peak Hour Tuming Movements Y=Weekday PM Peak Hour Tuming Movements Volumes may no[sum from point to point due to rounding and resen.of smaller drivewa s not included in anal sis. L50(5) — o Wheeler Ridge Drive H 0(0) 4— 90(5) ♦ 40(5) T i �N N N �n1 W`G r EXHIBIT A3 Site-Generated Traffic Volumes:Nelson Elementary School Teasley Commercial-Denton,Texas North Kimley >>Horn t Nd To Scale r 3 � - - a--w-'Mrm,t�� Wind River LaneERE 1easley Lane(FM 2181)" Lu Lai- t • Daily AM Peak Hour PM Peak Hour �L Lantl Uses Amount Units Code One-Wa One-Way Trips One-Way Trips !! Trips IN IOUTITOTALI IN OUT ITOTAL 5 _ M Single FamilyDetached Housin 147 DU 210 1, 143 E Tr ip rip Generation rates based on ITE's Trip Generation Manual 11"Edition. ♦♦ * m o "00 Y H 00 + � - c Monte Carlo �rd. round ` Backg \ ;� oU\eJa # l , ��CTe p 'y cHomese�g��iY A _ k - Q Q Hunters Creek Road �t I _�� lir ° .. a ' € - - Nelson , Q w d - _ $ITE . Ott• � r Elementary U E : Qp'1-� SchoolCL m Wed __ - Nelson Elm.Sohool Driveway G � Ran Road � -- fr ` Y ) Daily PM Peak Hour PM Peak Hour Land Uses Amount Units Code One.Wa One-Way Trips One-Way Trips Trips IN OUT TOTAL IN OUT TOTAL Elements School 650 Stud I I 600 31 1 38 I69 Daily Trip Generation rates based on ITE's Trip Generation Manual,11 Edition. Hour Trip Generation based on traffic counts collected_on August 20,2019. — 4 Robinson Roadw'=; �'aa1rt Y it�,i�• � � {. Wheeler Ridge Drive 4 17=WM t 3� N N Co Co< EXHIBIT A4 Background Development Locations and Trip Generation Teasley Commercial-Denton,Texas North Kimley->> Horn T Not To Scale Kimley>>> Horn Appendix B: Results Summary Table 2024 Background plus 2024 Background plus 2024 Background 2024 Background plus 2029 Background 2029 Background plus 2024 Background 2024 Background plus 2029 Background 2029 Background plus 2029 Background plus 2023 Existing Traffic Site Traffic- 2023 Existing TrafficSite Traffic- Traffic Site Traffic Signalized Traffic Site Traffic Traffic Site Traffic Signalized Traffic Site Traffic Site Traffic-Retimed INTERSECTION APPROACH INTERSECTION APPROACH AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR AM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR PM PEAK HOUR DELAY DELAY DELAY DELAY DELAY DELAY DELAY DELAY DELAY DELAY DELAY DELAY DELAY (SEC/VEH) LOS ISEGIVEH) LOS (SEC/VEH) LOS ISEGIVEH) Los ) LOS ISEGIVEH) LOS (SEGIVEH) LOS ISEGIVEH) LOS ISEGIVEH) LOS (SE LOS (SEGIVEH) LOS (SEGIVEH) LOS (SEGIVEH) LOS SEGIVEH Signalized Intersection Signalized Intersection EB 16.9 B 14.9 B 16.0 B 16.0 B 15.7 B 16.7 B EB 16.9 B 17.8 B 19.9 B 19.9 B 22.0 C 28.5 C 39.1 D Teasley Lane(FM 2181) WB 27.0 C 20.0 B 20.9 C 20.9 C 21.0 C 21.5 C Teasley Lane(FM 2181) WB 27.0 C 27.8 C 28.0 C 28.0 C 29.7 C 29.6 C 39.4 D Lillian Miller Parkway NB 30.7 C 16.7 B 17.3 B 17.3 B 17.5 B 18.9 B Lillian Miller Parkway NB 30.7 C 35.3 D 43.4 D 43.4 D 48.5 D 60.9 E 31.8 C @ @ Wind Ri%r Lane SB 33.7 C 23.7 C 25.0 C 25.0 C 24.7 C 26.7 C Wind River Lane SB 33.7 C 35.2 D 36.3 D 36.3 D 41.7 D 43.6 D 48.0 D Overall 27.3 C 18.2 B 19.1 B 19.1 B 19.1 B 20.4 C Overall 27.3 c 29.6 C 33.3 C 33.3 C 37.2 D 43.8 D 38.9 D EB - - - - - - 19.4 B 2.7 A 20.0 B EB - - - - - - 16.6 B 0.4 A 17.5 B 17.5 B Teasley Lane(FM 2181) WB _ _ _ _ _ - 5.9 A 6.5 A 6.5 A Teasley Lane(FM 2181) WB _ _ _ _ _ - 0.6 A 0.4 A 0.7 A 0.7 A @ @ Hunters Creek Road/ NB - - - - - - 9.5 A 6.7 A g,7 A Hunters Creek Road/ NB - - - - - - 11.7 B 7.8 A 12.0 B 12.0 B Heights Boulevard Heights Boulevard (Signalized) SB - - - - - - 14.8 B 6.5 A 15.4 B (Signalized) SB - - - - - - Overall - - - - - - 12.6 B 6.5 A 12.9 B Overall - - - - - - 12.8 B 6.8 A 13.1 B 13.1 B M co CVO EB 13.4 B 16.2 B 17.3 B 17.3 B 16.7 B 17.7 B EB 13.4 B 18.5 B 19.8 B 19.8 B 19.9 B 21.2 C 21.2 C � N O Teasley Lane(FM 2181) Teasley Lane(FM 2181)WB 34.0 C 23.6 C 25.4 C 25.4 C 24.6 C 26.2 C WB 34.0 C 24.7 C 25.3 C 25.3 C 25.9 C 26.1 C 26.1 C _ w to-a Ryan Road/ NB 16.3 B 18.1 B 18.9 B 18.9 B 18.6 B 21.2 C Ryan Road/ NB 16.3 B 24.4 C 30.4 C 30.4 C 38.9 D 48.5 D 48.5 D C to (DWheeler Dr%(Nelson Wheeler Dr%(Nelson O, Q. Elementary School) SB 21.8 C 23.7 c 24.2 C 24.2 C 24.1 C 24.9 C Elementary School) SB 21.8 C 23.0 C 23.3 C 23.3 C 23.2 C 23.7 c 23.7 C r C Q Overall 17.9 B 19.9 B 20.7 C 20.7 C 20.4 C 22.1 C Overall 17.9 B 22.9 C 25.9 C 25.9 C 29.9 C 34.5 C 34.5 C N V E EB 21.8 C 23.3 C 23.2 C 23.2 C 23.8 C 23.7 C EB 21.8 C 22.8 C 22.8 C 22.8 C 23.4 C 23.4 C 23.4 C G _O d We 12.6 B 9.1 A 9.2 A 9.2 A 9.3 A 9.4 A WB 12.6 B 13.0 B 12.9 B 12.9 B 13.4 B 13.4 B 13.4 B N Teasley Lane(FM 2181) Teasley Lane(FM 2181) Robins @ Road/ NB 19.7 B 20.7 C 21.8 C 21.8 C 21.5 C 21.9 C Robins @ Road/ NB 19.7 B 21.2 C 21.6 C 21.6 C 21.9 C 22.3 C 22.3 C Miranda Place Miranda Place SB 10.6 B 11.7 B 13.7 B 13.7 B 12.4 B 15.3 B SB 10.6 B 11.4 B 13.2 B 13.2 B 13.4 B 16.1 B 16.1 B Overall 14.2 B 14.4 B 15.5 B 15.5 B 15.1 B 16.4 B Overall 14.2 B 15.1 B 15.9 B 15.9 B 16.3 B 17.6 B 17.6 B EB 13.4 B 10.9 B 10.9 B 10.9 B 10.9 B 10.5 B EB 13.4 B 14.1 B 14.2 B 14.2 B 14.9 B 15.1 B 15.1 B WB 12.9 B 9.6 A 9.6 A 9.6 A 9.8 A 9.8 A WB 12.9 B 13.2 B 13.4 B 13.4 B 14.1 B 14.3 B 14.3 B Teasley Lane(FM 2181) Teasley Lane(FM 2181) @ NB 11.3 B 14.1 B 14.2 B 14.2 B 14.1 B 15.6 B @ NB 11.3 B 12.6 B 12.6 B 12.6 B 13.6 B 13.5 B 13.5 B Wheeler Ridge Dave Wheeler Ridge Drive SB 11.2 B 12.4 B 12.4 B 12.4 B 12.4 B 13.5 B SB 11.2 B 12.5 B 12.4 B 12.4 B 12.3 B 12.2 B 12.2 B Overall 11.4 B 12.7 B 12.7 B 12.7 B 12.7 B 13.7 B Overall 11.4 B 12.6 B 12.6 B 12.6 B 13.0 B 13.0 B 13.0 B Unsignalized Intersection Unsignalized Intersection EB 26.8 D 15.0 B 81.7 F - - - - - - EB 26.8 D 29.1 D 200.0+ F - - - - - - - - Teasley Lane(FM 2181) Teasley Lane(FM 2181) @ WB 27.0 D 23.5 C 61.8 F - - - - - - @ WB 27.0 D 30.8 D 50.4 F - - - - - - - - Hunters Creek Road Hunters Creek Road @ SBL 16.1 C 12.3 B 12.3 B - - - - - - @ SBL 16.1 C 16.9 C 16.8 C - - - - - - - - Heights Boulevard Heights Boulevard NBL 14.4 B 10.8 B 13.8 B - - - - - - NBL 14.4 B 14.9 B 18.5 C - - - - - - - - Teasley Lane(FM 2181) EB 11.9 B 11.9 B 12.2 B Teasley Lane(FM 2181) @ Central Dave @ Central Drive EB - - - - 14.2 B 14.2 B - - 15.0 B 15.0 B Ryan Road SB - - - - 15.4 C 15.4 C - - 16.3 C Ryan Road SB - - - - 20.6 C 20.6 C - - 23.2 C 23.2 C @ @ South Dave EBL - - - - 8.0 A 8.0 A - - 8.1 A South Dave EBL - - - - 8.8 A 8.8 A - - 9.0 A 9.0 A kimley-horn.com611 N.Central Expressway, - 411 Richardson, 1:1 9727701300 821 N Mayhill Road TIA July 2023 Denton,Texas Kimley))) Horn Appendix C: City of Denton TIA Comments and Kimley- Horn Responses E M M N N O � N W C = O l6 W ) G y O G Q G. .+ C. y C Q cU E Q O m d • • 13455 NoelRoad,Two Galleria Office Tower, 11 Dallas,TX75240 • 1 11 821 N Mayhill Road TIA July 2023 Denton,Texas Kimley>>)Horn To: Michelle Reynolds Development Project Facilitator Manager City of Denton From: Jacob Halter, P.E., PTOE Date: August 25, 2023 Subject: Traffic Impact Analysis Comment Response Teasley Commercial Development Introduction The City of Denton prepared a review of the Traffic Impact Analysis for the Teasley Commercial Development through HR Green, Inc. The initial TIA for the development was dated July 31, 2023, and the TIA comments were received August 17, 2023. This letter will accompany an updated TIA for the development which addresses these comments. The comments are reprinted below, accompanied by .vsponses from Kimley-Horn. The City of Denton comments will be in black, and the Kimley-Horn responses will be red and italicized. M f0 N City of Denton Comments and Kimley-Horn Responses N1. Include list of Appendices under Table of Contents. o ' O c a KH:A list of Appendices is included in the Table of Contents. w=a U a 2. Include approach and departure link volumes on all traffic volume Exhibits. 0 m oKH: These have been added to each volume exhibit. 3. How does proposed trip distribution compare to existing traffic volumes/patterns? Provide comparison. KH: The proposed trip generation resembles on the existing traffic patterns in the area. The two should not match exactly since Teasley Lane is an arterial carrying regional volumes, but the major local routes bear proportional amounts of site-generated trips. The existing turning movements into and out of Hunters Creek Road are fairly balanced between the north and south. The proposed trip distribution is also balanced between the two directions. The southbound left and westbound right-turning movements of the intersection of Teasley Lane and Robinson Road is a noticeably popular route, and the proposed distribution reflects this by using this route for 30% of the total site-generated traffic. 4. Include external link trip% on Exhibit 3. KH: This has been added to Exhibit 3 by way of the approaching and departing trip percentages. Kimley>>)Horn 5. Include an Exhibit summarizing `net' site-generated traffic volumes (Exhibit 4 + Exhibit 6). Include Total Entering and Exiting traffic for site on Exhibits to match Table 1 (this must be shown on Exhibits 4 and 6 as well. KH: This exhibit has been added as Exhibit 7. 6. Provide the proposed storage and taper dimensions for SB right turn lane on Teasley at Hunters Creek. KH: The proposed storage and taper dimensions have been added to the right-turn deceleration lane section and are as follows: ■ South Drive from Ryan Road • 11'lane width • 200'taper • 150'of storage ■ Hunters Creek Road from Teasley Lane co N 11'lane width • 200'taper w200'of storage w o ' O c a 7. All site driveways must be evaluated in TIA to match what is shown in Civil Engineering Plans E a (CEP23-0004) and Preliminary plats (PP22-010), which show three driveways along Teasley o and one full access along Ryan. TIA has only included two driveways. a. Update all Exhibits in TIA to show all proposed driveways for the project. o b. Site Traffic must be assigned and distributed to all site driveways. c. Under Access Spacing Section E of report—include an exhibit showing all site driveways and distances between all driveways and intersections. The spacing between driveways along Teasley must meet TxDOT spacing standards. d. Deceleration lanes must be evaluated at all site driveways. Update tables and recommendations accordingly. KH: Due to the driveways not meeting TxDOT spacing criteria, these driveways have been removed from the design. The driveways used in the original TIA submission will remain the same in the updated submission. Updated site plans will reflect this design change. 8. Include a queueing analysis for all uses that will provide a drive-thru window service. KH: At this point in the site design process, both users and building layouts have not been determined. The length of the drive-through storage lanes would be required in order to do a queueing analysis, and this is not yet known. However, the building pads are of standard size, so there should be enough space on each pad to design an appropriate drive-through lane. If a queueing analysis is required, it should be deferred to the point when the users and building layouts have been determined so that the results can be reliable and actionable. Kimley>>)Horn 9. Table 5 identifies re-timing to mitigate impact at intersection of Teasley Lane @ Lillian Miller Parkway. It should be included in mitigation showing what existing timings and what is being proposed. KH: The changes are as follows: Phase Movement Current Proposed Timing Timing 1 SBL 20 20 2 NBT 30 45 3 EBL 20 20 4 W BT 20 20 5 NBL 20 30 6 SBT 30 35 7 WBL 20 20 8 EBT 20 20 G co N 10. Include left turn lane warrant analysis at site drive on Ryan Road following guidelines from TCM o 1.4.3 (Table 1.4.3.1). c oy o KH:A left-turn lane warrant analysis is included in the TIA update. The eastbound approach of c a a Ryan Road to the South Drive warrants a left-turn lane. w=a a 11. For the intersection of Teasley & Hunters Creek, Include mitigation analysis with signal and without southbound right turn lane on Teasley. Include queue/capacity analysis on how the o intersection will operate with signal and without exclusive right turn lane. KH: The previous analysis did not include a right-turn lane in the Synchro models. At buildout, the 951"percentile queue length was and is projected to be 109'in the AM peak hour and 180' in the PM peak hour. Once the southbound right-turn lane is added, the 951 percentile queue length for the right- turning movement is 32'in the AM peak hour and 28'in the PM peak. 12. TIA-12. The Teasley Commercial TIA identified the following required traffic impact mitigation measures: a. Signalize the intersection of Hunters Creek Road and Teasley Road. The intersection meets traffic signal volume warrants after the addition of site-generated traffic. The intersection operates at LOS C or better after signalization in all analysis scenarios. b. Construct a southbound right-turn lane to Hunters Creek Road from Teasley Road (need to include storage and taper requirements). c. Retime existing signals to address future roadway volumes. Kimley))) Horn d. To enhance pedestrian connectivity, it is advised that the development construct pedestrian paths that connect with the existing sidewalk on the north side of Ryan Road. These paths should be designed to provide a continuous and accessible route, ensuring safe and convenient pedestrian movement within the vicinity. KH:Acknowledged. 13. Submit live SYNCHRO files for review. KH: The Synchro files will be submitted along with the updated TIA. END M fC N d O � N V O f0 � N N 0 N O O a Q .. Q = a U E a m0 m 0 Kimley))) Horn Appendix D: Existing Traffic Counts and Historical Traffic Volumes E M M N N O � N W C = O l6 W ) G y O G Q G. .+ C. y C Q cU E Q O m d • • 13455 NoelRoad,Two Galleria Office Tower, 11 Dallas,TX75240 • 1 11 821 N Mayhill Road TIA July 2023 Denton,Texas National Data&surveying servicesIntersection Turning Movement Count Location:FM 2181/Teasley Ln&Wheeler Ridge Dr City:Denton Project ID:23-470110-001 Control:Signalized Date:6/13/2023 Data-Totals NS/EW Streets: FM 2181/Teasley Ln FM 2181/Teasley Ln Wheeler Ridge Dr Wheeler Ridge Dr NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 1 0 0 NIL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:30 AM 0 3 0 7 0 142 6:45 AM 0 2 0 4 0 133 7:OO AM 0 1 0 10 0 179 7:15 AM 0 1 0 9 0 193 7:30 AM 20 1 6 1 14 0 258 7:45 AM 12 0 7 0 15 0 278 8:OO AM 8 0 4 0 7 0 244 8:15 AM 1 13 0 4 1 10 0 250 NIL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTALVOLUMES: 0 1677 APPROACH%'s: 3.64% 91.96- 1.97% 2.43% 2.76% 93.42% 3.42% 0.39% 40.79% 2.63% 55.92% 0.66% 26.42% 1.89% 71.70% 0.00% PEAK HR: 07:30 AM-08:30 AM TOTAL PEAK HR VOL: 0 1030 PEAK HR FACTOR: 0.875 0.953 0.688 0.500 0.607 0.874 0.583 0.375 0.643 0.500 0.663 0.250 0.750 0.500 0.767 0.000 0.926 0.983 0.853 0.719 0.784 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 1 0 0 NIL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 74:45 0 S 1 7 0 10 0 11 0 428 15 173 S 2 2 7 0 424 6:00 PM 2 10 0 4 0 3....... 2 20 0 397 6:15 PM 375 NIL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 45 10 102 0 3410 APPROACH%'s: 6.65% 87.69% 5.27% 0.39% 8.64% 85.71% 5.22% 0.44% 46.40% 4.00% 49.60% 0.00% 28.66% 6.37% 64.97% 0.00% PEAK HR: 04:45 PM-05:45 PM TOTAL PEAK HR VOL: 0 1798 PEAK HR FACTOR: 0.684 0.911 0.703 0.375 0.772 0.925 0.650 0.250 0.781 0.500 0.654 0.000 0.700 0.500 0.717 0.000 0.969 0.905 0.890 0.788 0.802 E M R N d O 00 00 � O O O lC E V) N G to O too a_ CL y� a U E n O m m Prepared by National Data& Surveying Services FM 2181/ Teasley Ln & Wheeler Ridge Dr Peak Hour Turning Movement Count ID: 23-470110-001 FM 2181/Teasley Ln Day: Tuesday City: Denton • • UND Date: 6/13/2023 U) 07:30 AM-08:30 AM AM 14 430 17 3 451 AM 6:30 AM-08:30 AM c o i = NONE NOON 0 0 0 0 0 NOON NONE m Y M Q a 04:45 PM-05:45 PM PM 39 740 71 1 776 PM 4:30 PM-06:30 PM o Cn AM NOON PM 4J ♦ 4 PM NOON AM 0 3 1 0 0 L 43 0 46 31 0 97 a c` • ' • 1 ♦ 6 0 2 d a • 1 0 0 0 Signalized 1 r 28 0 21 36 0 25 1 1030 0 1798 0 0 0 0 • CL AM NOON PM 2 0 4 ♦ 1 0.93 0.97 fa N ___j 120 0 30 53 0 34 000 0 1 3 0 O o AM NOON PM 4 t PM NOON AM � N d > o a Q (Totals (AM) PM 805 3 52 707 45 PM (Totals (AM) U Q I NOON O 0 0 0 0 NOON I CL L -°° 36J� + ~L46 AM 518 14 14 366 11 AM 36j� ♦ ~L46 0 2-� O 2 2-� O 2 533ti ♦ rr 21 NORTHBOUND 533 r 21 ti ♦ r+ 4, F� F FM 2181/Teasley Ln 41 rn N rn rn Totals (NOON) Totals (NOON) I O O O Pedestrians(Crosswalks) '1.-, 44,41 Lo L z z -1 O O O 0: L0 O P`P d z ¢ ¢ z a vy OJ LO O 0� O ♦0 0♦ � ♦0 O O Oz r0 �o00 00CD Oz r0 ti t r► 0 PM O O O F— NOON 0 ♦ ♦ 4- ♦ 0 NOON 00 O Totals (PM) AM 0AM 0 0 AM AM Totals (PM) I NOON 0 ♦ ♦ 0 NOON I m > ') PM 0 ♦ ♦ 0 PM m 25�� + ~t43 �0 0 0 0 0 0 � 25�� ♦ ~L43 Fr- 4-� < ♦6 O o o O 4� < ♦6 34-V t r+rUri 28 mo�� d zz a a °z a P�o O 0 343 r 28 fV O Ui O A� 02 �00 c� ~ OV Pb National Data&surveying servicesIntersection Turning Movement Count Location:FM 2181/Teasley Ln&E Ryan Rd City:Denton Project ID:23-470110-002 Control:Signalized Date:6/13/2023 Data-Totals NS/EW Streets: FM 2181/Teasley Ln FM 2181/Teasley Ln E Ryan Rd E Ryan Rd NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.5 0.5 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:30 AM 40 0 0 0 0 0 184 6:45 AM 0 27 0 1 0 1 0 228 7:00 AM 0 28 0 0 0 0 0 252 7:15 AM 7:30 AM 7:45 AM 8:00 AM 8:15 AM NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTALVOLUMES: 2317 APPROACH Ws: 20.40% 78.740/a 0.19% 0.67% 0.13% 86.68% 12.94% 0.25% 29.68% 0.00% 70.32% 0.00% 50.00% 0.00% 50.00% 0.00% PEAK HR: 07:30 AM-08:30 AM TOTAL PEAK HR VOL: PEAK HR FACTOR: 0.895 0.860 0.250 0.250 0.000 0.831 0.806 0.500 0.817 0.000 0.895 0.000 0.000 0.000 0.000 0.000 0.865 0.870 0.843 0.892 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.5 0.5 0 NL NT NR NU SL ST SR SU EL ET ER EU WL Wi WR WU TOTAL 4:30 PM 7 4:45 PM 5:i0 PM 5:15 PM 5:30 PM SAS PM 6:00 PM 6:15 PM NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 1 1 0 4570 APPROACH Ws: 32.11% 67.45% 0.05% 0.39% 0.12% 81.60% 18.17% 0.12% 42.61% 0.00% 57.39% 0.00% 33.33% 33.33% 33.33% 0.00% PEAK HR: 04:45 PM-05:45 PM TOTAL PEAK HR VOL: 2453 PEAK HR FACTOR: 0.881 0.906 0.000 0.417 0.500 0.935 0.823 0.250 0.799 0.000 0.892 0.000 0.000 0.250 0.000 0.000 0.955 0.899 0.928 0.851 0.250 E M M N 0) O �- N VO r ;: O 03 = M d C .N O V) C Q Q w=a � E I: O m m 0 Prepared by National Data& Surveying Services FM 2181/ Teasley Ln & E Ryan Rd Peak Hour Turning Movement Count ID: 23-470110-002 FM 2181/Teasley Ln Day: Tuesday City: Denton • • UND Date: 6/13/2023 U) 07:30 AM-08:30 AM AM 58 412 0 2 572 AM 6:30 AM-08:30 AM c o i = NONE NOON 0 0 0 0 0 NOON NONE m Y M Q a 04:45 PM-05:45 PM PM 158 767 2 1 932 PM 4:30 PM-06:30 PM o Cn AM NOON PM 4J ♦ L*- L 4 PM NOON AM 0 3 1 0 0.5 t 0 0 0 194 0 515 a 0.5 ♦ 1 0 0 0 0 0 � 0 ;77 1 r 0 0 0 Xw 85 0 163 j 1 0 0 0 0 • M CL 0 0 0 ♦ 1 2 0 1 N 197 0 232 1 0 1 3 0 C R AM NOON PM1� lot PM NOON AM rn N - > o a a Totals (AM) PM 1004 5 356 768 0 PM Totals (AM) a U Q - -, OL NOON O O O O 0 NOON L O o '"� ♦ L► '-1 ♦ L► 85 J t 0 AM 610 1 136 485 1 AM 85 j t 0 0 0� O �0 0-� �0 197'j, r o NORTHBOUND 197 <4> 4r 0 w 00 ~ FFM 2181/Teasley Ln w Lq rn � rn Totals (NOON) Totals (NOON) I O O O Pedestrians(Crosswalks) '1.-, 44,41 L* L Z Z -1 O O O 0: t0 O P`P d z ¢ ¢ z a vy OJ t0 O 0� O ♦0 0♦ � ♦0 O O Oz r0 �o 0 0 0 0 0� Oz r0 ti t r► O O O � NOON 0 ♦ ♦ ♦ ♦ 0 NOON �0 PM 00 O Totals (PM) AM 0 0 AM AM Totals (PM) I � � L NOON 0 ♦ ♦ 0 NOON I N PM 0 ♦ ♦ 0 PM 163.t + ~ �0 0 0 0 0 0 � 163.t ♦ L~t0 0� <4> O o o O 0� < ♦ 1 232-V ♦ r►r 0 mo�� d Z a a °z 0. P�o O 0 2323 r 0 rn O A� 02 roe c� rn ( O National Data&surveying servicesIntersection Turning Movement Count Location:FM 2181/Teasley Ln&Hunters Creek Rd/Heights Blvd City:Denton Project ID:23-470110-003 Control:2-Way Stop(EB/WB) Date:6/13/2023 Data-Totals NS/EW Streets: FM 2181/Teasley Ln FM 2181/Teasley Ln Hunters Creek Rd/Heights Blvd did Hunters Creek Rd/Heights Blvd NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 1 0 0 NIL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:30 AM 0 7 0 3 0 137 6:45 AM 0 4 0 2 0 190 7:00 AM 5 1D6 0 0 210 7:15 AM 2 0 4 0 2 0 226 7:30 AM 0 3 0 6 0 4 0 264 7:45 AM 0 6 0 4 0 8 0 330 8:DO AM 0 2 0 5 0 3 0 254 8:15 AM 4 0 10 0 2 0 250 NIL NT NR NU SL ST SR SU EL ET ER EU WL Wi WR WU TOTAL TOTALVOLUMES: 0 1861 APPROACH Ws: 1.34% 97.52% 1.14% 0.00% 2.49% 96.07% 1.31% 0.13% 58.33% 0.00% 41.67% 0.00% 64.71% 0.00% 35.29% 0.000% PEAK HR: 07:30 AM-08:30 AM TOTAL PEAK HR VOL: PEAK HR FACTOR: 0.375 0.824 0.875 0.000 0.688 0.837 0.625 0.250 0.792 0.000 0.625 0.000 0.625 0.000 0.531 0.000 0.832 0.833 0.838 0.708 0.875 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 1 0 0 NIL NT NR NU SL ST SR SU EL ET ER EU WL Wi WR WU TOTAL 4:30 PM 3 0 4 0 4 0 1 0 427 7 4:45 PM 5:00 PM 1 1 0 4 0 7 0 1 0 472 5:15 PM 1 6 0 1 0 4 0 5 0 529 5:30 PM 5 0 3 0 5 0 2 0 495 5:45 PM 3 0 2 0 3 0 3 0 459 6:00 PM 1 0 1 0 3 0 4 0 436 6:15 PM 0 2 0 7 0 2 0 352 NIL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 0 3624 APPROACH W.: 2.07% 93.79% 3.97% 0.17% 5.73% 91.74% 2.30% 0.22% 57.50% 0.00% 42.50% 0.00% 67.19% 0.00% 32.81% 0.00% PEAK MR: 05:00 PM-06:00 PM TOTAL PEAK HR VOL: 0 1955 PEAK HR FACTOR: 0.643 0.966 0.683 0.250 0.933 0.866 0.571 0.750 0.625 0.000 0.625 0.000 0.679 0.000 0.550 0.000 0.924 0.976 0.871 0.781 0.833 G M 03 04 d N aD � O 0 _ 0 w � N o a 0. w � U � a O N N 0 Prepared by National Data& Surveying Services FM 2181/ Teasley Ln & Hunters Creek Rd/ Heights Blvd Peak Hour Turning Movement Count ID: 23-470110-003 FM 2181/Teasley Ln Day: Tuesday City: Denton • • UND Date: 6/13/2023 U) 07:30 AM-08:30 AM AM 5 432 11 1 597 AM 6:30 AM-08:30 AM c o i = NONE NOON 0 0 0 0 0 NOON NONE m Y M Q a 05:00 PM-06:00 PM PM 16 880 56 3 914 PM 4:30 PM-06:30 PM o Cn AM NOON PM 4J ♦ 4 L 4 PM NOON AM 0 3 1 0 0 L 11 0 17 = M 11 0 34 a t 1 ♦ 0 0 0rn n a • 0 0 0 � 0 ;71 0 r 19 0 25 X 19 0 15 .1 0 0 0 0 00 0 0 ♦ 1 97 0 18 W a) o = 15 0 10 4, 0 a 0 1 3 0 N AM NOON PM 41 1*1 ♦ PM NOON AM = N d oa 0 Totals (AM) PM 910 1 18 885 41 PM Totals (AM) a w a�i Q L —1 - ,NOON 0 0 0 0 0 NOON -z, -, L U o 19�� + ~t 17 19j� ♦ ~t 17 AM 472 0 6 560 7 AM 0 0-1 �0 0-� O �0 153ti ♦ rr25 NORTHBOUND153 r25 -1 ♦ r► O1 J FM 2181/Teasley Ln °1 J 0 0 Tlotals (NOON) Totals (NOON) I O O O Qe� Pedestrians(Crosswalks) 2 a� -1 O O O L 0: t0 O P`P d z ¢ ¢ z a vy OJ t0 O 0� O ♦0 0♦ O ♦0 O O Oz r0 �o 0 0 0 0 0� Oz r0 41 * r► 0 PM O O O � NOON 0 ♦ ♦ 4- ♦ 0 NOON � 00 O Totals (PM) AM 0 0 AM AM Totals (PM) I c � L NOON 0 ♦ ♦ 0 NOON I L JI PM 0 ♦ ♦ 0 PM JI 15.t + ~t 11 �0 0 0 0 0 0 15-f ♦ ~t 11 0� ♦0 O 0 o o I '�O 0♦ ♦0 10 z r 19 O �� d zz a a °z 0. P� O 10 Z r 19 00 O A�yO°2 °off e� O 00 00 � National Data&surveying servicesIntersection Turning Movement Count Location:FM 2181/Teasley Ln&Robinson Rd City:Denton Project ID:23-470110-004 Control:Signalized Date:6/13/2023 Data-Totals NS/EW Streets: FM 2181/Teasley Ln FM 2181/Teasley Ln Robinson Rd Robinson Rd NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.5 0.5 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:30 AM 0 0 4 0 25 0 188 6:45 AM 1 0 2 3 27 0 206 7:00 AM 0 0 3 1 26 0 232 7:15 AM 0 0 2 0 25 0 250 7:30 AM 10 0 0 7 1 51 0 336 7:45 AM 8:00 AM 3 1 0 4 1 39 0 316 8:15 AM 2 0 15 0 35 0 298 NL NT NR NU SL ST SR SU EL ET ER EU WL Wi WR WU TOTAL TOTALVOLUMES: 0 2188 APPROACH Ws: 1.08% 92.96% 5.41% 0.54% 33.90% 64.70% 0.56% 0.84% 19.70% 74.24% 6.06% 0.00% 13.97°/a 1.90% 84.13% 0.00% PEAK HR: 07:30 AM-08:30 AM TOTAL PEAK HR VOL: 0 1312 PEAK HR FACTOR: 0.500 0.896 0.750 0.500 0.812 0.880 1.000 0.625 0.583 0.650 0.375 0.000 0.550 0.500 0.794 0.000 0.906 0.916 0.859 0.692 0.835 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0.5 0.5 0 NL NT NR NU SL ST SR SU EL ET ER EU WL Wi WR WU TOTAL 74:45 585 4 0 0 0 21 3 74 0 S09 6:00 PM 6:15 PM NL NT NR NU SL ST SR SU EL ET ER EU WL Wr WR WU TOTAL TOTAL VOLUMES: 39 614 0 4346 APPROACH W.: 1.95% 92.18% 5.26% 0.61% 24.36% 72.02% 1.39% 2.23% 50.00% 45.00% 5.00% 0.00% 16.92% 4.96% 78.12% 0.00% PEAK MR: 04:45 PM-05:45 PM TOTAL PEAK HR VOL: 344 0 2321 PEAK HR FACTOR: 0.500 0.850 0.850 0.333 0.920 0.939 0.700 0.475 0.750 0.550 0.500 0.000 0.863 0.857 0.860 0.000 0.942 0.848 0.914 0.694 0.888 E M M N N O � N W C � O l6 0 01 O 6 Q Q C. _ d U E a 0 am m Prepared by National Data& Surveying Services FM 2181/ Teasley Ln & Robinson Rd Peak Hour Turning Movement Count ID: 23-470110-004 FM 2181/Teasley Ln Day: Tuesday City: Denton • • UND Date: 6/13/2023 U) 07:30 AM-08:30 AM AM 4 412 211 5 586 AM 6:30 AM-08:30 AM c o i = NONE NOON 0 0 0 0 0 NOON NONE m Y M Q a 04:45 PM-05:45 PM PM PM 4:30 PM-06:30 PM o Cn AM NOON PM 4J ♦ L*- L 4 PM NOON AM 0 3 1 0 0.5 i 344 0 162 10 0 52 a • ' • 0.5 ♦ 24 0 2 0 c 0 0 0 0 Signalized 1 r 69 0 33 °s s 7 0 12 0 1312 0 2321 0 0 0 0 0 0 AM NOON PM Q- 26 0 11 ♦ 1 0.91 0.94 1 > 321 0 264 M0 3 0 2 0 0 1 3 0 � N v o AM NOON PM t PM NOON AM � C w 2 � = a� -T Totals (AM) PM 845 4 14 728 34 PM Totals (AM) > a7 � y O I I 0.c Q I NL NOON O 0 0 0 0 NOON I N L r"Lv c 7�� + ~L 162 AM 452 4 4 412 27 AM 7:«� ♦ ~t 162 26� O 2 26� O 2 3iti ♦ rr33 • ' • 3i«� ♦ r►r33 J FM 2181/Teasley Ln N � N—1 4�- 4�- F Totals (NOON) Totals (NOON) I O O O Pedestrians(Crosswalks)41 L* L Z Z 'I.-, a� —] O O O L 0: t0 O P`P d z ¢ ¢ z a vy OJ t0 O 0� O ♦0 0♦ ♦0 O O 0-4, r0 �o 0 0 0 0 0� Oz r0 ti t r► 0 PM O O O � NOON 0 ♦ ♦ 4- ♦ 0 NOON � 00 O Totals (PM) AM 0 0 AM AM Totals (PM) I r, N NOON 0 ♦ ♦ 0 NOON I N L JI PM 0 -0. ♦ 0 PM —1 12.* + ~t344 �0 0 0 0 0 0 � 12-f ♦ ~t344 11♦ � ♦24 O o o FNO 11♦ O4-24 2ih t r►r69 y°•9� d °z a a °z a Pao 00 2z r69 National Data&surveying servicesIntersection Turning Movement Count Location:FM 2181/Teasley Ln&Wind River Ln City:Denton Project ID:23-470110-005 Control:Signalized Date:6/13/2023 Data-Totals NS/EW Streets: FM 2181/Teasley Ln FM 2181/Teasley Ln Wind River Ln Wind River Ln NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 1 2 1 0 1 2 0 0 1 1.5 0.5 0 1 1.5 0.5 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 6:30 AM 6:45 AM 7:D0 AM 290 7:15 AM 0 402 7:30 AM 0 442 7:45 AM 23 0 537 8:D0 AM 397 8:15 AM 0 427 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: APPROACH%'s: 27.04% 63.16% 9.80% 0.00% 10.34% 70.62% 19.03% 0.00% 24.90% 31.64% 43.47% 0.00% 19.93% 43.24% 36.82% 0.00% PEAK HR: 07:30 AM-08:30 AM TOTAL PEAK HR VOL: 33 79 67 0 1803 PEAK HR FACTOR: 0.975 0.762 0.690 0.000 0.833 0.708 0.898 0.000 0.897 0.917 0.864 0.000 0.750 0.760 0.728 0.000 0.839 0.823 0.753 0.909 0.877 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 1 2 1 0 1 2 0 0 1 1.5 0.5 0 1 1.5 0.5 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 74:45 28 1 669 23 0 669 39 0 745 44 27 0 8D4 40 20 0 720 22 0 664 6:00 PM 20 0 632 6:15 PM 24 0 550 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 1 5453 APPROACH%'s: 32.15% 59.56% 8.29% 0.00% 7.78% 68.61% 23.55% 0.07% 26.03% 21.76% 51.92% 0.28% 24.30% 47.05% 28.51% 0.14% PEAK HR: 04:45 PM-05:45 PM TOTAL PEAK HR VOL: 199 1 194 177 4D9 4 88 187 1D9 0 2938 PEAK HR FACTOR: 0.925 0.918 0.827 0.000 0.829 0.934 0.939 0.250 0.724 0.819 0.769 0.500 0.815 0.899 0.699 0.000 0.914 0.939 0.945 0.772 0.821 E coM 04 4) O � N W � 4) O C ) y O N O Q a z Q w 4 Q N U � O. O 4) N C Prepared by National Data& Surveying Services FM 2181/ Teasley Ln & Wind River Ln Peak Hour Turning Movement Count ID: 23-470110-005 FM 2181/Teasley Ln Day: Tuesday City: Denton • • UND Date: 6/13/2023 U) 07:30 AM-08:30 AM AM 97 300 40 0 643 AM 6:30 AM-08:30 AM c o i = NONE NOON 0 0 0 0 0 NOON NONE m Y M Q a 04:45 PM-05:45 PM PM 199 508 63 1 895 PM 4:30 PM-06:30 PM o Cn AM NOON PM 4J ♦ L*- L 4 PM NOON AM 0 2 1 0 0.5 i 109 0 67 371 0 712 a • • 1.5 ♦ 187 0 79 C J • 0 0 4 � 0 Signalized 1 r 88 0 33 a. 122 0 194 j 1 1803 0 2938 0 � 0 0 0 • ` AM NOON PM 143 0 177 ♦ 1.5 0.84 0.91 1 326 0 252 N 204 0 409 0.5 0 1 2 1 nn Uo V « w AM NOON PM PM NOON AM 0 N G1 '— > a a Totals (AM) PM PM Totals (AM) a L) Q I o , NOON O 0 0 0 0 NOON Ir-, c cz,:) L > 122-t t 67 AM 537 0 195 454 69 AM 122-t t 67 0 143 �79 143 O �79 2043ti ♦ rr 33 NORTHBOUND 2043 r 33 � LnLri 4� FFM 2181/Teasley Ln Ln 4 Tlotals (NOON) Totals (NOON) I O O O Qe� Pedestrians(Crosswalks) 2 a� —1 O O O L 0: t0 O P`P d z ¢ ¢ z a vy OJ t0 O 0� O ♦0 0♦ O ♦0 O O Oz r0 �o00 00� Oz r0 ti t r► O O O F— C:) 0 PM NOON 0 ♦ —0' ♦ ♦ 0 NOON O O O Totals (PM) AM 0 AM 0 < > 00 AM AM Totals (PM) rn CO cn NOON 0 ♦ ♦ 0 NOON I rn O rn —I u1 (.0 L PM 0 ♦ ♦ 0 PM J r-I Ln (.O L 194.E + ~t 109 0 0 0 0 0 — 194-f ♦ ~t 109 177♦ � ♦ 187 O o o F'�O 177♦ 4- 187 409-4 '* F t '►r 88 O °�� d °z a a °z a P�0 0 0 4091 r 88 I" m rNLn Ol A� °2 �° C� ~ Ln 00 lD Ol Prepared by National Data&Surveying Services VOLUME E Ryan Rd E/O Overlake Dr Day:Tuesday City: Denton Date: 6/13/2023 Project#:TX23_470109_001 0 1 4,Z 7 3,965 '1 1 8,1920 DAILY TOTALS yet ■ TOTAL 0:00 4 4 8 12:00 73 90 163 0:15 4 7 11 12:15 62 65 127 0:30 7 5 12 12:30 69 75 144 0:45 6 21 1 17 7 38 12:45 596 1:00 4 1 5 13:00 77 78 155 1:15 2 2 4 13:15 66 72 138 1:30 3 2 5 13:30 73 60 133 1:45 0 9 1 6 1 15 13:45 577 2:00 1 1 2 14:00 76 59 135 2:15 1 1 2 14:15 64 51 115 2:30 1 1 2 14:30 71 76 147 2:45 2 5 1 4 3 9 14:45 546 3:00 1 1 2 15:00 74 77 151 3:15 3 1 4 15:15 71 80 151 3:30 1 1 2 15:30 73 74 147 3:45 1 6 2 5 3 11 15.45 616 4:00 6 3 9 16:00 72 76 148 4:15 3 1 4 16:15 75 74 149 4:30 5 0 5 16:30 96 89 185 4:45 4 18 8 12 12 30 16:45 645 5:00 12 4 16 17:00 98 104 202 5:15 16 8 24 17:15 83 87 170 5:30 18 12 30 17:30 88 120 208 5:45 17:45 751 M 6:00 16 16 32 18:00 68 101 169 to a 6:15 21 15 36 18:15 84 81 165 d N 6:30 46 25 71 18:30 70 82 152 y 00 o 6:45 18:45 631 v C) 7:00 46 26 72 19:00 64 54 118 0 ya, a 7:15 56 23 79 19:15 54 54 108 ui d 7:30 60 33 93 19:30 42 62 104 m — > p y p 7:45 366 1 19:45 G Q Q 8:00 74 42 116 20:00 31 48 79 >, Q 8:15 52 34 86 20:15 36 51 87 V £Q 8:30 63 36 99 20:30 33 40 73 Q 8:45 435 20:45 O 9:00 39 44 83 21:00 30 46 76 > 9:15 63 64 127 21:15 31 34 65 d 9:30 58 40 98 21:30 32 34 66 9:45 415 21:45 10:00 63 56 119 22:00 19 31 50 10:15 60 52 112 22:15 18 14 32 10:30 55 43 98 22:30 17 20 37 10:45 449 22:45 11:00 65 53 118 23:00 4 10 14 11:15 74 72 146 23:15 8 9 17 11:30 70 54 124 23:30 3 11 14 11:45 556 23:45 8 23 5 35 1 13 58 TOTALS 1546 1089 2635 TOTALS 2681 2876 5557 SPLIT% 58.7% 41.3% 32.2% SPLIT% 48.2% 51.8% 67.8% DAILYTOTALS r AM Peak Hour 11:15 11:45 11:45 PM Peak Hour 16:30 17:00 17:00 AM Pk Volume 318 297 602 PM Pk Volume 360 396 751 Pk HrFactor 0.787 0.825 0.896 Pk HrFactor 0.918 0.825 0.903 7-9Volume 516 285 801 4-6Volume 681 715 1396 7-9 Peak Hour 8:00 8:00 8:00 4-6 Peak Hour 16:30 17:00 17:00 7-9 Pk Volume 273 162 435 rn 360 396 751 Pk HrFactor 0.813 0.810 0.812 Pk HrFactor 0.918 0.825 0.903 Prepared by National Data&Surveying Services • • ' • • Overlake Dr D. 6/13/2023 450 Eg WB 400 350 1100, m M N 300 dC y m 250 in'y C v 0c a a a > 200 U E CL m° 150 m 0 100 50 100e - ` 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O r-I N M � Ln l0 I- 00 01 O r-I N M cr Ln l0 I- 00 M 0 r-I N M r-I rl r-I r-I rl r-I r-I r-I r-I r-I N N N N Prepared by NDS/ATD VOLUME FM 2181/Teasley Ln Bet. Ranchman Blvd &Hunters Creek Rd/Heights Blvd Day:Tuesday City: Denton Date: 6/13/2023 Project#:TX23_470109_002 PeriodAM N13 SB TOTAL .. 0:00 4 13 17 12:00 158 188 346 0:15 3 18 21 12:15 162 163 325 0:30 0 11 11 12:30 178 176 354 0:45 0 7 10 52 10 59 12: 341 1366 1:00 2 13 15 13:00 152 154 306 1:15 3 8 11 13:15 154 157 311 1:30 1 7 8 13:30 155 163 318 1:45 0 6 6 34 6 40 13: 307 1242 2:00 0 7 7 14:00 161 140 301 2:15 0 9 9 14:15 165 159 324 2:30 0 7 7 14:30 184 159 343 2:45 0 3 26 3 26 14: 320 1288 3:00 1 7 8 15:00 173 164 337 3:15 0 3 3 15:15 150 211 361 3:30 1 2 3 15:30 185 200 385 3:45 0 2 11 23 11 25 15: 375 1458 4:00 2 7 9 16:00 193 189 382 4:15 6 11 17 16:15 164 169 333 4:30 3 7 10 16:30 198 215 413 4:45 11 22 13 38 24 60 16: 433 1561 5:00 9 20 29 17:00 224 228 452 5:15 16 19 35 17:15 235 278 513 5:30 13 24 37 17:30 235 239 474 E M 5:45 30 68 24 87 54 155 17: 444 1883 6:00 50 45 95 18:00 202 228 430 0) - N 6:15 62 36 98 18:15 175 158 333 d o 6:30 74 54 128 18:30 168 185 353 c 6: 180 501 18: 325 1441 c M 7:00 112 83 195 19:00 133 138 271 N•y > 7:15 116 102 218 19:15 137 155 292 G rn 0 7:30 147 106 253 19:30 157 128 285 O Q Q 7: 318 984 19: 261 1109 > Q 8:00 130 116 246 20:00 100 112 212 V E 8:15 137 97 234 20:15 92 131 223 CL 8:30 144 141 285 20:30 92 107 199 C 8: 323 1088 20. 191 825 > 9:00 138 137 275 21:00 74 90 164 m 9:15 113 113 226 21:15 102 101 203 G 9:30 172 117 289 21:30 61 73 134 9: 244 1034 21:45 60 297 62 326 122 623 10:00 124 128 252 22:00 59 45 104 10:15 149 130 279 22:15 50 57 107 10:30 113 114 227 22:30 46 36 82 10: 297 1055 22:45 37 192 51 189 88 381 11:00 158 133 291 23:00 21 31 52 11:15 156 127 283 23:15 21 27 48 11:30 153 162 315 23:30 17 25 42 11: 321 1210 23:45 11 70 17 100 1 28 170 TOTALS 3287 2950 6237 TOTALS 6528 6819 13347 SPLIT% 52.7% 47.3% 31.8% SPLIT% 48.9% 51.1% 68.2% t)AILYTOTALS r AM Peak Hour 11:45 11:45 11:45 PM Peak Hour 17:00 16:45 17:00 AM Pk Volume 673 673 1346 PM Pk Volume 918 968 1883 Pk Hr Factor 0.945 0.895 0.951 Pk Hr Factor 0.977 0.871 0.918 7-9 Volume 1154 918 2072 4-6 Volume 1683 1761 3444 7-9 Peak Hour 7:30 8:00 8:00 4-6 Peak Hour 17:00 16:45 17:00 7-9 Pk Volume 597 492 1088 rR 918 968 1883 Pk Hr Factor 0.816 0.872 0.842 1 Pk HrFactor 0.977 0.871 0.918 Prepared by NDS/ATD • • • & D. 6/13/2023 1200 B EB WB 1000 E co m 04 800 y o � N aD � O r CA 0 M N y > t 600 cQ a > T C Q y U E c 400 d d 0 200 0 NN I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (p 0 0 (p 0 0 0 0 r-I N M Ln l0 n 00 0) 0 r-I N M � Ln l0 I- 00 a) 0 r-I N M r-I r-I r-I r-I r-I r-I r-I r-I r-I ri N N N N 1.Teasley Lane at Ryan Road-TMC Tue Aug 20,2019 Q Hens Full Length(6:30 AM-8:30 AM,4:30 PM-6:30 PM) Associat All Classes(Lights,Articulated Trucks,Buses and Single-Unit Trucks,Pedestrians,Bicycles on Crosswalk) Provided by:C.J.Hensch&Associates Inc. All Movements 5215 Sycamore Ave.,Pasadena,TX,77503,US ID:684408,Location:33.161565,-97.106672 Leg Ryan Road Driveway Teasley Lane Teasley Lane Direction Eastbound Westbound Northbound Southbound Time L T R U App Ped* L T R U App Ped* L T R U App Ped* L T R U App Ped*Int 2019-08-20 6:30AM 65 14 0 84 0 234 6:45AM Hourly Total 534 7:OOAM 7:15AM 0 622 7:30AM 0 536 7:45AM Hourly Total 8:OOAM 8:15AM Hourly Total 4:30PM 4:45PM Hourly Total 0 953 5:OOPM 5:15PM 5:30PM 5:45PM Hourly Total 767 0 2036 6:OOPM 6:15PM 6:30PM 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total Total 0 7192 %Approach 37.5% 2.3% 60.1%0% - -77.4% 8.1% 14.5%0% - -23.2%66.6% 10.1% 0% - - 2.8%80.3% 16.9%0% - - - %Total 6.2% 0.4% 10.0%0% 16.6% - 3.3% 0.3% 0.6%0% 4.3% -10.7%30.7% 4.7% 0%46.1% - 0.9%26.4% 5.6%0% 32.9% - - Lights 238 21 45 0 304 7074 %lights 98.4%100%98.3%0%98.4% -99.2%84.0% 100%0%98.1% -98.4% 98.1%99.7%100%98.3% -100%98.3%98.5%0%98.4% -98.4% Articulated Trucks 0 6 - 0 4 3 0 7 - 17 %Articulated Trucks 0.4% 0% 0.3%0% 0.3% - 0% 0% 0%0% 0% - 0.1% 0.2% 0% 0% 0.2% - 0% 0.2% 0.7%0% 0.3% - 0.2% Buses and Single-Unit Trucks - 101 %Buses and Single- UnitTrucks 1.1% 0% 1.4%0% 1.3% - 0.8% 16.0% 0%0% 1.9% - 1.4% 1.7% 0.3% 0% 1.5% - 0% 1.5% 0.7%0% 1.3% - 1.4% Pedestrians - - - - - 0 - - - - - 0 - - - - - 0 - - - - - 0 %Pedestrians - - - - - - - - - - - - - - - - - - - - - - - - - Bicycles on Crosswalk - - - - - 01 01 01 0 Bicycles on Crosswalk - - - - - - - - - - - - - - - - - - - - - - - - - *Pedestrians and Bicycles on Crosswalk.L:Left,R:Right,T:Thru,U:U-Turn E M A N N O N Cl � Cl 0 r R Y Y G y 0 U) oaa Y 1? y q Q 0. 0 m d 0 1 of 6 1.Teasley Lane at Ryan Road -TMC Tue Aug 20, 2019 LJ H(Iii Full Length(6:30 AM-8:30 AM, 4:30 PM-6:30 PM) Assoclat All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians, Provided by:C.J.Hensch&Associates Bicycles on Crosswalk) Inc. All Movements ID:684408, Location:33.161565, -97.106672 5215 Sycamore Ave., Pasadena, TX, 77503, US [N] Teasley Lane Total:5072 In:2368 Out:2704 rn CD � r A 45 0 Q Ch }; 25 M (>Z Er E O > N O 240 rn 449 i M p _ 28 W 719 E co aC O N co � � O G C f0 � V1 G1 N — > in y O oar wCL U Q0 A T � co f- N co N Out:2861 In:3318 Total:6179 [S] Teasley Lane 2 of 6 1.Teasley Lane at Ryan Road-T MC Tue Aug 20,2019 Q Hens AM Peak(7 AM-8 An ASSOCiat All Classes(Lights,Articulated Trucks,Buses and Single-Unit Trucks,Pedestrians,Bicycles on Crosswalk) Provided by:C.J.Hensch&Associates Inc. All Movements 5215 Sycamore Ave.,Pasadena,TX,77503,US ID:684408,Location:33.161565,-97.106672 Leg Ryan Road Driveway Teasley Lane Teasley Lane Direction Eastbound Westbound Northbound Southbound Time L T R U App Ped* L T R U App Ped* L T R U App Ped* L T R U App Ped*hit 2019-08-20 7:OOAM 7:15AM 0 622 7:30AM 0 536 7:45AM Total %Approach 32.9% 5.5% 61.6%0% - -80.2% 7.9% 12.0%0% - - 16.7% 51.3%32.0%0% - -10.3%75.7% 14.0%0% - - - %Total 5.8% 1.0% 10.8%0% 17.5% - 9.8% 1.0% 1.5%0% 12.2% - 7.6%23.4% 14.6%0%45.7% - 2.5% 18.6% 3.4%0%24.5% - - PHP 0.7310.679 0.873 - 0.901 - 0.564 0.594 0.483 - 0.587 - 0.839 0.857 0.527 - 0.778 - 0.403 0.918 0.895 - 0.879 - 0.794 Lights 0 473 - 1933 %Lights 98.2% 100%98.6%0%98.6% -99.0%78.9% 100%0%97.5% -98.7%96.3%99.7%0% 97.8% - 100%97.5%95.6%0% 97.5% -97.8% Articulated Trucks 0 2 - 0 0 1 0 1 - 4 %Articulated Trucks 0.9% 0% 0%0% 0.3% - 0% 0% 0%0% 0% - 0% 0.4% 0%0% 0.2% - 0% 0% 1.5%0% 0.2% - 0.2% Buses and Single-Unit Trucks 1 0 18 - 0 9 2 0 11 - 39 %Buses and Single- Unit T ruc ks 0.9% 0% 1.4%0% 1.2% - 1.0% 21.1% 0%0% 2.5% - 1.3% 3.2% 0.3%0% 2.0% - 0% 2.5% 2.9%0% 2.3% - 2.0% Pedestrians - - - - - 0 - - - - - 0 - - - - - 0 - - - - - 0 %Pedestrians - - - - - - - - - - - - - - - - - - - - - - - - - Bicycles on Crosswalk - - - - - 0 - - - - - 0 - - - - - 0 - - - - - 0 %Bicycles on Crosswalk - - - - - - - - - - - - - - - - - - - - - - - - - Pedestrians and Bicycles on Crosswalk.L:Left,R:Right,T:Thru,U:U-Turn E M t0 N N O N W C = O lC W ) G to O G Q G. .+ C. y C Q cU � Q O m d 3 of 6 1.Teasley Lane at Ryan Road -TMC Tue Aug 20, 2019 LJ H(Iii AM Peak(7 AM-8 AM) Assoclat All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians, Provided by:C.J.Hensch&Associates Bicycles on Crosswalk) Inc. All Movements ID:684408, Location:33.161565, -97.106672 5215 Sycamore Ave., Pasadena, TX, 77503, US [N] Teasley Lane Total: 1091 In:485 Out:606 Co m o LO coCo 29 N O N 19 N (� Er co O 194 2 cz .. > 114 L C, ,It 19 co 213 O E coW N a) O N W � U O G f0 � N d > N y 0 QCL Cl) a)Q Lf') C0 00 >+C Q r 't CV U E a 0 Out:774 In:903 a>i Total: 1677 [S] Teasley Lane 4 of 6 1.Teasley Lane at Ryan Road-TMC Tue Aug 20,2019 Q Hens PM Peak(4:45 PM-5:45 PM)-Overall Peak Hour AssOClat All Classes(Lights,Articulated Trucks,Buses and Single-Unit Trucks,Pedestrians,Bicycles on Provided by:C.J.Hensch&Associates Inc. Crosswalk) All Movements 5215 Sycamore Ave., ID:684408,Location:33.161565,-97.106672 Pasadena,TX,77503,US Leg Ryan Road Driveway Teasley Lane Teasley Lane Direction Eastbound Westbound Northbound Southbound Time L T R U App Ped* L T R U App Ped* L T R U App Ped* L T R U App Ped*Int 2019-08-20 4:45PM 5:OOPM 5:15PM 5:30PM Total 759 0 2063 %Approach 40.8% 0.6%58.6%0% - -65.8% 13.2%21.1%0% - -27.8%69.5% 2.7%0% - - 0.5% 77.7% 21.7%0% - - - %Total 6.6% 0.1% 9.5%0% 16.3% 1.2% 0.2% 0.4%0% 1.8% 12.6% 31.3% 1.2%0%45.1% 0.2%28.6% 8.0%0%36.8% - P11F 0.815 0.500 0.895 - 0.884 - 0.781 0.625 1.000 -0.792 - 0.925 0.939 0.625 - 0.957 -0.333 0.916 0.778 - 0.887 - 0.945 Lights - 2044 %Lights 98.5% 100%98.0%0%98.2% 100% 100% 100%0% 100% 98.8%98.9% 100%0%98.9% 100%99.7%99.4%0%99.6% -99.1% Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 2 %Articulated Trucks 0% 0% 0%0% 0% - 0% 0% 0%0% 0% - 0% 0% 0%0% 0% - 0% 0.2% 0.6%0% 0.3% - 0.1% Buses and Single-Unit Trucks 2 0 4 0 6 0 0 0 0 0 3 7 0 0 10 0 1 0 0 1 17 %Buses and Single- Unit Trucks 1.5% 0% 2.0%0% 1.8% - 0% 0% 0%0% 0% - 1.2% 1.1% 0%0% 1.1% - 0% 0.2% 0%0% 0.1% - 0.8% Pedestrians - - - - - 0 - - - - - 0 - - - - - 0 - - - - - 0 %Pedestrians - - - - - - - - - - - - - - - - - - - - - - - Bicycles on Crosswalk - - - - - 0 - - - - - 0 - - - - - 01 0 %Bicycles on Crosswalk - - - - - - - - - - - - - - - - - - - - - - - -1 - *Pedestrians ana tricycles on Crosswalk.L:Left,R:Right,T:Thru,U:U-Turn E M t0 N ur O N co C = O lC W Y G to O G Q G. .+ C. y C Q cU E Q O m d 5 of 6 1.Teasley Lane at Ryan Road -TMC Tue Aug 20, 2019 LJ H(Iii PM Peak(4:45 PM-5:45 PM) -Overall Peak Hour Assoclat All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians, Provided by:C.J.Hensch&Associates Bicycles on Crosswalk) Inc. All Movements ID:684408, Location:33.161565, -97.106672 5215 Sycamore Ave., Pasadena, TX, 77503, US [N] Teasley Lane Total: 1550 In:759 Out:791 La o cm rn r Ln C\ 8 cti .4 5 Co Q M (z p c r 25 cz M 137 � p M 2 ' "' LU 197 p E M l0 N y O � N V O U � f6 fZ N 07 .N > in p O Q Q C. U as m > rn co Ln N LO It N N CO Out:812 In:930 Total: 1742 [S] Teasley Lane 6 of 6 Kimley))) Horn Appendix E: Traffic Signal Warrant Analysis E M m N N O � N W C = O l6 W ) 0.G y O G Q G. .+ C. y C Q cU E Q O 0 d • • 13455 NoelRoad,Two Galleria Office Tower, 11 Dallas,TX75240 • 1 11 821 N Mayhill Road TIA July 2023 Denton,Texas Teasley Lane at Hunters Creek Road Scenario: Background Major:Teasley Lane Minor:Hunters Creek Road ISOLATED COMMUNITY WITH POPULATION LESS THAN 10.0001Y OR N): Input Existing Year: 2023 Direction: NB SB Direction EB WB Y 85TH PERCENTILE SPEED OR POSTED SPEED LIMIT GREATER THAN 40 MPH ON MAJOR STREET(Y OR N): Signal Warrant Volumes Study Year: 2024 #of Lanes: 2 #of Lanes: 2 Background(2024) Growth% 2% City: Denton Eastbound Westbound Northbound Southbound Existing 2024 Grown Background Eastbountl Existing 2024 Grown Background Westbound Existing 2024 Grown Background Northbountl Existing 2024 Grown Background Southbountl Hour Start Volumes Volumes Site Traffic Site Traffic Volumes Volumes Volumes Site Traffic Site Traffic VolumeVolumes Volumes Site Traffic Site Traffic Volumes Volumes Volumes Site Traffic Site Traffic Volumes 6:00-7:00 AM 0 4 0 4 0 0 0 0 s 290 296 15 0 311 211 215 3 0 218 7:00-8:00 AM 26 27 7 0 34 26 27 0 0 27 396 404 26 0 430 315 321 6 0 327 8:00 9:00 AM 34 35 6 0 41 42 43 0 0 43 573 584 23 0 607 449 458 6 0 464 9:00 10:00 AM 0 4 0 4 0 0 0 0 548 559 16 0 575 486 496 4 0 Soo 10:00-11:00 AM 0 4 0 4 0 0 0 0 548 559 16 0 574 507 517 5 0 522 11:00-12:00 PM 0 4 0 4 0 0 0 0 642 655 15 0 670 568 579 6 0 585 12:00-1:00 PM 0 4 0 4 0 0 0 0 670 683 16 0 700 696 710 6 0 716 1:00-2:00 PM 0 4 0 4 0 0 0 0 618 630 17 0 648 624 636 7 0 643 2:00-3:00 PM 0 4 0 4 0 0 0 0 682 696 18 0 714 606 618 7 0 625 3:00-4:00 PM 0 4 0 4 0 0 0 0 697 711 19 0 730 761 771 9 0 785 4:00-S:DO PM 0 5 0 5 0 0 0 0 765 780 22 0 803 Z 812 10 0 822 5:00-6:00 PM 21 21 5 0 27 35 36 0 0 36 888 906 22 0 928 957 10 09676:00-7:00 PM 1919 4 0 24 2930 0 0 30 852 869 18 0 887 859 8 0 867 7:00-8:00 PM 0 3 0 3 0 0 0 0 537 548 13 0 561583 6 0 589 8:00-9:00 PM 0 2 0 2 0 0 0 0 368 375 10 0 385 466 6 0729:00-10:00 PM 0 2 0 2 0 0 0 0 297 303 7 0 310 333 4 0 337 Hourly variation from ITE Trip Generation,11th Edition Code 712 720 822 934 937 210 Land Use Small Office Building Medical-Dental Office Building Strip Retail Plaza Fast-Food Restaurant with Drive-Through Coffee/Donut Shop with Drive-Through Single-Family Detached Housing Window Window Time Total Entering Exiting Total Entering Exiting Total Entering Exiting Total I Entering Exiting Total Entering Exiting Total Entering Exiting 6:00-7:00 AM 0.0% 0.0% 0.0% 1.2% 1.9% 0.5% 0.5% 0.5% 0.5% 2.1% 2.3% 1.9% 9.5% 10.0% 8.9% 3.7% 1.6% 5.8% 7:00-8:00 AM 3.6% 6.8% 0.4% 3.9% 6.8% 1.0% 2.2% 2.2% 2.2% 3.3% 3.4% 3.1% 10.0% 10.3% 9.8% 6.5% 3.1% 10.0% 8:00-9:00 AM 9.5% 15.0% 3.9% 9.0% 12.2% 5.9% 4.5% 4.5% 4.5% 3.5% 3.5% 3.4% 10.0% 10.0% 10.1% 6.2% 3.8% 8.5% 9:00-10:00 AM 6.9% 9.5% 4.3% 10.3% 11.4% 9.1% 5.8% 5.8% 5.8% 3.3% 3.4% 3.3% 8.1% 7.7% 8.5% 4.6% 3.3% 5.8% 10:00-11:00 AM 7.4% 8.4% 6.4% 10.3% 10.6% 10.0% 6.5% 6.5% 6.5% 3.8% 4.0% 3.7% 7.4% 7.2% 7.6% 4.9% 4.2% 5.6% 11:00-12:00 PM 10.5% 8.2% 12.8% 9.0% 7.7% 10.4% 6.3% 6.3% 6.3% 8.4% 9.1% 7.7% 6.9% 6.7% 7.2% 5.3% 5.4% 5.1% 12:00-1:00 PM 12.6% 10.9% 14.2% 7.5% 6.8% 8.2% 6.1% 6.1% 6.1% 11.9% 11.9% 12.0% 5.8% 5.4% 6.1% 5.7% 5.7% 5.7% 1:00-2:00 PM 7.6% 8.6% 6.6% 9.0% 10.4% 7.6% 6.9% 6.9% 6.9% 8.3% 7.9% 8.7% 6.0% 6.3% 5.7% 6.1% 6.1% 6.0% 2:00-3:00 PM 9.6% 9.7% 9.5% 9.7% 9.6% 9.9% 6.1% 6.1% 6.1% 6.2% 5.9% 6.5% 5.4% 5.2% 5.6% 6.6% 7.1% 6.1% 3:00-4:D0 PM 10.8% 10.3% 11.3% 9.6% 9.0% 10.1% 7.4% 7.4% 7.4% 5.7% 5.7% 5.7% 5.5% 5.7% 5.3% 7.5% 8.7% 6.2% 4:00-5:00 PM 8.1% 7.2% 9.1% 8.0% 5.8% 10.1% 8.0% 8.0% 8.0% 5.7% 5.9% 5.6% 4.4% 4.6% 4.2% 8.9% 10.5% 7.4% 5:00-6:00 PM 11.2% 4.7% 17.7% 5.6% 2.8% 8.3% 8.0% 8.0% 8.0% 6.7% 6.9% 6.5% 3.0% 2.7% 3.4% 8.7% 10.0% 7.3% 6:00-1:01 PM 2.2% 0.6% 3.7% 2.4% 1.2% 3.6% 8.0% 8.0% 8.0% 7.4% 7.4% 7.4% 2.9% 2.7% 3.0% 7.2% 8.5% 5.9% 7:00-8:00 PM 0.0% 0.0% 0.0% 1.5% 1.1% 1.9% 8.5% 8.5% 8.5% 6.5% 6.3% 6.6% 2.1% 2.1% 2.2% 5.1% 6.1% 4.2% 8:00-9:00 PM 0.0% 0.0% 0.7% 0.2% 1.2% 8.5% 8.5% 8.5% 5.7% 5.6% 5.8% 1.6% 1.2% 1.9% 4.6% 1 0 % 0.6% 6.7% 6.7% 6.7% 4.4% 4.1% 4.6% 1.2% 1.2% 1.2% 3.3%9:00-10:00 PM 0.0% 0.0 Site Generated Traffic Eastbound Westbound Northbound Southbound New Land Use? Input Land-Use Daily Trips Entering Exiting Entering Trips Exiting Trips Entering Exiting Entering Trips Exiting Trips Entering Exiting Entering Trips Exiting Trips Entering Exiting Entering Trips Exbing Trips 1 712 Small Office Building 199 60% 0 60 0 0 35% 10% 35 10 25% 10% 25 10 2 720 Medical-Dental Office Building 392 60% 0 118 0 0 35% 10% 69 20 25% 10% 49 20 3 822 Strip Retail Plaza 1187 60% 0 356 0 0 35% 10% 208 59 25% 10% 148 59 4 934 id Restaurant with Drive-Through 3272 60% 0 982 0 0 35% 10% 573 164 25% 10% 409 164 5 937 Donut Shop with Drive-Through Y 1334 60% 0 400 0 0 35% 10% 233 67 25% 10% 167 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Backround Traffic Eastbound Westbound Northbound Southbound New Land Use? Input Land-Use Daily Trips Entering Exiting Entering Trips Exiting Trips Entering Exiting Entering Trips. Exiting Trips Entering Exiting Entering Trips Exiting Trips Entering Exiting Entering Trips Exiling Trips 6 210 Single-Family Detached Housing 1438 10% 0 72 0 0 5% 35% 36 252 10% 5% 72 36 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 M M E N N O � N W C = O !C W Y G to O G Q G- .+ C. y C Q d cU � Q TRAFFIC SIGNAL WARRANT ANALYSIS(2011 TXMUTCD) d MAJOR STREET: Teasley Lane NB SIB #OF APPROACH LANES: �2 MINOR STREET: Hunters Creek Road EB W B #OF APPROACH LANES: �2 CITY,STATE: Denton,TX COMMENTS: Background(2024) ISOLATED COMMUNITY WITH POPULATION LESS THAN 10,000(Y OR N): �N 85TH PERCENTILE SPEED OR POSTED SPEED LIMIT GREATER THAN 40 MPH ON MAJOR STREET(Y OR f� Teasley Lane Hunters Creek Road NB SB Total EB WB Minor Street Approach Approach Approach Approach Heavy Leg 6:00-7:00 AM 311 218 529 4 0 4 7:00-8:00 AM 430 327 757 34 27 34 8:00-9:00 AM 607 464 1071 41 43 43 9:00-10:00 AM 575 500 1075 4 0 4 10:00-11:00 AM 574 522 1096 4 0 4 11:00-12:00 PM 670 585 1255 4 0 4 12:00-1:00 PM 700 716 1416 4 0 4 1:00-2:00 PM 648 643 1291 4 0 4 2:00-3:00 PM 714 625 1339 4 0 4 3:00-4:00 PM 730 785 1515 4 0 4 4:00-5:00 PM 803 822 1625 5 0 5 5:00-6:00 PM 928 967 1895 27 36 36 6:00-7:00 PM 887 867 1754 24 30 30 7:00-8:00 PM 561 589 1150 3 0 3 8:00-9:00 PM 385 472 857 2 0 2 9:00-10:00 PM 310 337 647 2 0 2 Warrant Description Warrant Met? 1 Eight-Hour Volume Warrant NOT Met 2 Four-Hour Volume Warrant NOT Met 3 Peak Hour Volume Warrant NOT Met 4 Pedestrian Volume N/A 5 School Crossing N/A 6 Coordinated Signal System N/A 7 Crash Experience N/A 8 Roadway Network N/A 9 Intersection Near a Grade Crossing N/A 10/24/23 Kimley-Horn and Associates,Inc. TRAFFIC SIGNAL WARRANT ANALYSIS(2011 TXMUTCD) MAJOR STREET: Teasley Lane NB SB #OF APPROACH LANES: 0 MINOR STREET: Hunters Creek Road EB WB #OF APPROACH LANES: 0 CITY,STATE: Denton,TX COMMENTS: Background(2024) ISOLATED COMMUNITY WITH POPULATION LESS THAN 10,000(Y OR N): 85TH PERCENTILE SPEED OR POSTED SPEED LIMIT GREATER THAN 40 MPH ON MAJOR STREET(Y OR N): Y MAJOR ST MINOR ST WARRANT 1-Condition A,Part 1 WARRANT 1-Condition B,Part 1 WARRANT 1-Condition A,Part 2 WARRANT 1-Condition B,Part 2 WARRANT 2 WARRANT 3 TWO-WAY TRAFFIC SIDE SIDE SIDE SIDE Four-Hour Peak Hour TRAFFIC HEAVY LEG MAINLINE STREET BOTH MET MAINLINE STREET BOTH MET MAINLINE STREET BOTH MET MAINLINE STREET BOTH MET THRESHOLD VALUES 11 420 140 630 70 336 112 504 56 06:00 AM TO 07:00 AM 529 4 Y Y Y 07:00 AM TO 08:00 AM 757 34 Y Y Y Y 08:00 AM TO 09:00 AM 1,071 43 Y Y Y Y 09:00 AM TO 10:00 AM 1,075 4 Y Y Y Y 10:00 AM TO 11:00 AM 1,096 4 Y Y Y Y 11:00 AM TO 12:00 PM 1,255 4 Y Y Y Y 12:00 PM TO 01:00 PM 1,416 4 Y Y Y Y 01:00 PM TO 02:00 PM 1,291 4 Y Y Y Y 02:00 PM TO 03:00 PM 11339 4 Y Y Y Y 03:00 PM TO 04:00 PM 11515 4 Y Y Y Y 04:00 PM TO 05:00 PM 1,625 5 Y Y Y Y 05:00 PM TO 06:00 PM 11895 36 Y Y Y Y 06:00 PM TO 07:00 PM 1,754 30 Y Y Y Y 07:00 PM TO 08:00 PM 11150 3 Y Y Y Y 08:00 PM TO 09:00 PM 857 2 Y Y Y Y 09:00 PM TO 10:00 PM 647 2 Y 19,272 167 16 0 0 15 0 0 16 0 0 16 0 0 0 0 8 HOURS NEEDED 8 HOURS NEEDED 8 HOURS NEEDED for both Condition A&B 4 HRS NEEDED 1 HR NEEDED NOT SATISFIED NOT SATISFIED NOT SATISFIED NOT SATISFIED NOT SATISFIED 10/24/23 Kimley-Horn and Associates,Inc. M M f0 N N O N co � � O C 10 0 to O _ y O Q Q O _ m U E O. 0 d p Figure 4C-1. Warrant 2,Four-Hour Vehicular Volume 500 2 OR MORE LANES&2 OR MORE LANES 400 2 OR MORE LANES&1 LANE MINOR I I STREET 3oo 1 LANE&1 LANE HIGHER- VOLUME APPROACH- 200 VPH 100 115` ao' 1200 1300 1400 MAJOR STREET—TOTAL OF BOTH APPROACHES— VEHICLES PER HOUR(VPH) 'Note:115 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 80 vph applies as the lower threshold volume for a minor-street approach with one lane. Figure 4C-2. Warrant 2, Four-Hour Vehicular Volume(70%Factor) (COMMUNITY LESS THAN 10,000 POPULATION OR ABOVE 40 MPH ON MAJOR STREET) 400 2 OR MORE LANES&2 OR MORE LANES 300 MINOR 2 OR MORE LANES&1 LANE STREET ><HIGHER- 200 1 LANE&1 LANE VOLUME APPROACH- VPH 100 80` 60' • MAJOR STREET—TOTAL OF BOTH APPROACHES— VEHICLES PER HOUR(VPH) 'Note:80 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 60 vph applies as the lower threshold volume for a minor-street approach with one lane. Kimley))) Horn Appendix F: Internal Capture Worksheets E M m N N O � N W C = O l6 W ) 0.G y O G Q G. .+ C. y C Q cU E Q O 0 d • • 13455 NoelRoad,Two Galleria Office Tower, 11 Dallas,TX75240 • 1 11 821 N Mayhill Road TIA July 2023 Denton,Texas Internal Capture Reduction Calculations Methodology for A.M. Peak Hour and P.M. Peak Hour based on the Trip Generation Handbook, 3rd Edition, published by the Institute of Transportation Engineers Methodology for Daily based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour Teasley Commercial - Denton,Texas SUMMARY GROSS TRIP GENERATION Land Use Daily A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Enter Exit Office 296 296 46 11 23 50 D Retail 594 594 31 20 72 72 a Restaurant 2,303 2,303 269 258 169 159 Z Cinema/Entertainment 0 0 0 0 0 0 Residential 0 0 0 0 0 0 RE co N Hotel 0 0 0 0 0 0 N Gross Trips Total: 3,192 3,192 346 289 264 281 C" = v o C oo INTERNAL TRIPS a a c3 CD Land Use Daily A.M. Peak Hour P.M. Peak Hour oEnter Exit Enter Exit Enter Exit Office 117 170 8 10 6 8 o a Retail 243 177 5 5 42 22 Restaurant 224 237 10 8 23 41 OCinema/Entertainment 0 0 0 0 0 0 Residential 0 0 0 0 0 0 Hotel 0 1 0 0 1 0 0 1 0 Internal Trips Totals: 584 584 23 23 71 71 %Reduction 18.3% 0.0% 26.1% EXTERNAL TRIPS Land Use Daily A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Enter Exit Office 179 126 38 1 17 42 a Retail 351 417 26 15 30 50 Restaurant 2,079 2,066 259 250 146 118 OCinema/Entertainment 0 0 1 0 0 0 0 Residential 0 0 1 0 0 0 0 Hotel 0 0 1 0 0 0 0 External Trips Total: 2,608 2,608 323 266 193 210 Kimley))) Horn Appendix G: ITE 2021 Pass-By Tables E M m N N O � N W C = O l6 W ) 0 .7 O G Q G. .+ C. y C Q cU E Q O m d • • 13455 NoelRoad,Two Galleria Office Tower, 11 Dallas,TX75240 • 1 11 821 N Mayhill Road TIA July 2023 Denton,Texas Vehicle Pass-By Rates by Land Use Source: ITE Trip Generation Monuol, 11th Edition Land Use Code 934 Land Use Fast-Food Restaurant with Drive-Through Window Setting General Urban/Suburban Time Period Weekday AM Peak Period # Data Sites 5 Average Pass-By Rate 50% Pass-By Characteristics for Individual Sites State or Survey Pass-By Non-Pass-By Trips Adj Street Peak GFA (000) Province Year # Interviews Trip (%) Primary (%) Diverted (%) Total (%) Hour Volume Source 1.4 Kentucky 1993 — 62 22 16 38 1407 2 3 Kentucky 1993 — 43 14 43 57 2903 2 3.3 -- 1996 — 68 — — 32 — 21 3.6 Kentucky 1993 — 32 47 21 68 437 2 4.2 Indiana 1993 — 46 23 31 54 1049 2 C M f6 N N O N UO 0 0 y � N N d - > 0 , O O Q Q .. Q _ N U E Q 0 d m 0 Vehicle Pass-By Rates by Land Use Source: ITE Trip Generation Monuol, 11th Edition Land Use Code 934 Land Use Fast-Food Restaurant with Drive-Through Window Setting General Urban/Suburban Time Period Weekday PM Peak Period # Data Sites 11 Average Pass-By Rate 55% Pass-By Characteristics for Individual Sites State or Survey Pass-By Non-Pass-By Trips Adj Street Peak GFA (000) Province Year # Interviews Trip (%) Primary (%) Diverted (%) Total (%) Hour Volume Source 1.3 Kentucky 1993 — 68 22 10 32 2055 2 1.9 Kentucky 1993 33 67 24 9 33 2447 2 2.8 Florida 1995 47 66 — — 34 — 30 2.9 Florida 1996 271 41 41 18 59 — 30 3 Kentucky 1993 — 31 31 38 69 4250 2 3.1 Florida 1995 28 71 — — 29 — 30 3.1 Florida 1996 29 38 — — 62 — 30 3.2 Florida 1996 202 40 39 21 60 — 30 3.3 — 1996 — 62 — — 38 — 21 4.2 Indiana 1993 — 56 25 19 44 1632 2 4.3 Florida 1994 304 62 — — 38 — 30 E M f6 N d O � N V O R � N O _ N O Q Q a Q _ m U E a O d d Kimley))) Horn Appendix H: Signal Timing Sheets E M m N N O � N W C = O l6 W ) G y O G Q G. .+ C. y C Q cU E Q O 0 d • • 13455 NoelRoad,Two Galleria Office Tower, 11 Dallas,TX75240 • 1 11 821 N Mayhill Road TIA July 2023 Denton,Texas DB Editor Report Page 1 of 1 City of Denton, TX • ECO/VOUTE TRAFFIC FORWARD 69-Lillian Miller @ Teasley - Lillian Miller @ Teasley-Econolite Type-Cobalt Controller Timing Plan(MM)2-1 Plan 1 -"" Phase Direction s N JE W N S JW E N N N N N N N N Min Green 0 0 0 0 0 Bk Min Green 0 0 0 CS Min Green 0 0 0 Delay Green 0 0 0 0 Walk 0 0 0 0 0 0 Walk2 0 0 0 0 0 Walk Max 0 0 0 0 0 Ped Clear 25 0 0 0 0 0 0 0 0 Ped Clear 0 0 0 0 0 0 Ped Clear Max 0 0 0 0 0 0 Ped CO 0 0 0 0 0 Vehicle Ext 2.0 2.0 12.0 2.0 2.0 2.0 2.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Vehicle Ext 2 0.0 0.0 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Max1 20 20 0 0 0 0 0 0 0 0 Max2 0 0 0 jo Max3 0 0 0 0 DYM Max 0 0 0 0 0 Dym Step 0.0 10.0 10.0 0.0 &0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Yellow 3.5 4.5 3.5 4.0 3.5 4.5 3.5 4.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Red Clear 2.5 1.5 2.5 2.0 2.5 1.5 2.5 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Red Max 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Red Revert 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Act B4 0 0 0 Sec/Act 00 10.0 1 0.0 &0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Max Int 0 0 0 0 0 0 0 Time B4 0 0 0 0 0 0 10 Cars Wt 0 0 0 0 STPTDuc 0.0 0.0 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 TTReduc 0 0 0 Min Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 0.0 0.0 0.0 0.0 0.0 0.0 E M f0 N y O � N V � f0 N o N O a Q q Q = a U E a 0 m m file:///C:/Users/2503525/AppData/Roaming/Econolite/Prints/14932/PrintAll.htrnl 7/12/2023 DB Editor Report Pagel of 2 City of Denton, TX Is ECOMOUTE. 'ING TRAFFIC FORWARD 96-Teasley& Ryan-Teasley&Ryan -Econolite Type-EOS Controller Timing Plan(MM)2-1 Plan 1 - Phase 19 110 Ill Direction S-L IN-T W-L E-T IN-L IS-T IE-L W-T IN IN IN IN IN IN IN IN 2-1-1 Minimum Green Delay Green 0 0 0 0 Min Green 5 5 5 5 5 Bk Min Green 0 0 0 CS Min 0 0 0 Green Variable Initial Lane False False False False False False False False False lFalse False False False False False False Act B4 0 0 0 0 Sec/Act 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ao 0.0 0.0 Max Int 0 0 0 2-1-2 Vehicle Passage E N Vehicle Ext 2.0 2.0 2.0 12.0 12.0 12.0 12.0 12.0 2.0 2.0 12.O 2.0 12.0 J2.0 12.0 12.0 N Vehicle Ext 2 0.0 10.0 10.0 jo.o 10.0 10.0 10.0 10.0 10.0 10.0 100 10.0 10.0 10.0 0.0 10.0 CD o Volume Occupancy 0 6 Time B4 0 0 0 Ln d Cars Wit 0 0 0 N y oa 0 STPTDuc 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 CL a c a TTReduc 0 0 0 v E Min Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 2-1-3 Max Green Data 0 Max1 o Max2 0 0 0 10 Max3 10 0 0 0 10 Dynamic Max DYM Max 10 10 Dym Step 0.0 10.0 1&0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10,0 10.0 10.0 10.0 10.0 10.0 2-1-4 Pedestrian Delay Walk 0 10 0 Walk 0 0 0 Ped Clear 116 0 16 0 16 0 16 Alternate Walk2 Ped Clear 10 10 Pedestrian Carry Over Ped CO 0 lo Max Extension Walk Max 0 0 0 0 10 0 Ped Clear 0 0 0 Max Hawk Ingress 0 0 0 Phase Travel Time 0 0 10 0 0 2-1-5 Clearance Pre-Clear 0.0 10.0 10.0 10.0 10.0 10.0 10.0 jo.0 10.0 10.0 10.0 0.0 10.0 10.0 0.0 10,0 Yellow 3.5 14.5 13.5 14.0 13.5 14.5 13.5 13.5 10.0 10.0 10.0 10.0 10.0 jo.0 10.0 jo.o file:///C:/Users/2503525/AppData/Roaming/Econolite/Prints/19440/PrintAll.html 7/12/2023 DB Editor Report Page 2 of 2 Red Clear 13.5 11.5 13.5 12.0 13.5 11.5 P.5 13.5 10.0 10.0 10.0 10.0 0.0 N.0 P.0 10.o Red Revert 2.0 12.O 12.0 12.0 12.0 12.0 12.0 12.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 0.0 Max Extension Red Max 2.0 12.0 12.0 12.0 12.0 12.0 12.0 12.0 10.0 JU 10.0 10.0 10.0 10.0 10.0 10.0 Hawk Flash Yellow 10 Red Delay 0 10 Plan 1 -""Continued Phase Recall(MM)2-1-6 Phase 12 13 14 15 16 Lock Detector Vehicle Recall X X Ped Recall Max Recall Soft Recall X X No Rest Overlap(MM)2-1-7 Phase A B C D E F G H I J K L I M N O P Leading Adv.Green 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0.0 Adv.Ped 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 Delay FYA 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 m N Trailing CD Lag Green 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 0.0 0.0 0.0 0.0 1 0.0 1 0.0 o 8 Yellow 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Red 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 0.0 1 0.0 C > N 0 N O 0 a Phase Outputs MM)2-1-8 E Phase 12 13 14 15 16 2 Double Serve IDbl Sery Ph. 0 0 0 0 0 0 a� 0 file:///C:/Users/2503525/AppData/Roaming/Econolite/Prints/19440/PrintAll.html 7/12/2023 DB Editor Report Page 1 of 2 City of Denton, TX • EC0/VOLI TE MOVING TRAFFIC FORWARD 112-Teasley @ Robinson Rd. -Teasley @ Robinson Rd. -Econolite Type- EOS Controller Timing Plan(MM)2-1 Plan 1 - " Phase 14 15 116 Direction S-L IN-T W-L E-T IN-L IS-T E-L IW-T IN IN IN IN IN IN IN 2-1-1 Minimum Green Delay Green 0 0 0 Min Green 0 0 0 0 0 Bk Min Green 0 0 0 CS Min 0 0 0 Green Variable Initial Lane False False False False False False False False False False False False False False False False Act B4 0 0 0 0 Sec/Act 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Max Int 0 0 0 2-1-2 Vehicle Passage E M Vehicle Ext 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 m c' Vehicle Ext 2 0.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 � N o Volume Occupancy 0 Time B4 0 0 0 �+ Cars Wt 0 0 0 N y > in 2 STPTDuc 0.0 &0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 cQ TTReduc 0 0 0 a) Min Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 0.0 U E 0- 2-1-3 Max Green Data 0 Max1 30 0 0 0 0 0 0 0 0 o Max2 0 0 40 Maxi 0 0 0 Dynamic Max DYM Max Dym Step 0.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 2-1-4 Pedestrian Delay Walk 0 Walk 0 0 0 10 0 0 Ped Clear Alternate Walk2 0 0 0 10 jo 10 0 10 Ped Clear 10 10 Pedestrian Carry Over Ped CO 10 Max Extension Walk Max 0 0 0 0 0 0 Ped Clear 0 0 0 0 0 0 0 0 to 0 0 0 0 0 0 0 Max Hawk Ingress 0 0 0 Phase Travel Time 10 _0 _0 10 0 0 2-1-5 Clearance Pre-Clear 0.0 10rO 10.0 10.0 0.0 10.0 10.0 10.0 10.0 1 0.0 0.0 10.0 10.0 10.0 0.0 0.0 Yellow 3.0 110 13.0 13.0 13.0 13.0 13.0 13.0 10.0 10.0 10.0 10.0 10.0 10.0 jo.o jo.0 file:///C:/Users/2503525/AppData/Roaming/Econolite/Prints/10968/PrintAll.html 7/12/2023 DB Editor Report Page 2 of 2 Red Clear 12.5 12.5 12.5 2.5 V.5 2.5 .5 2.5 0.0 0.0 0.0 10.0 10.0 10,0 1&0 10.0 Red Revert 2.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.0 12.0 12.0 12.0 12.0 12.0 12,0 12.0 Max Extension Red Max 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 100 0.0 0.0 0.0 0.0 0.0 0.0 0 0 Hawk Flash Yellow 10 Red Delay 10 10 Plan 1 -""Continued Phase Recall(MM)2-1-6 Phase 12 13 14 15 16 Lock Detector Vehicle Recall X X Ped Recall Max Recall Soft Recall X X No Rest Overlap(MM)2-1-7 Phase A B C D E F G H I J K L M N O P Leading Adv.Green 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Adv.Ped 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -0.0-1 0.0 1 0.0 0.0 N Delay FYA 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 1 0.0 1 0.0 0.0 N Trailing o Lag Green 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o Yellow 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 > Red 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 y o O Q Q .r Q w a a Phase Outputs(MM)2-1-8 U o Phase 12 13 14 15 16 Double Serve o Dbl Sery Ph. 0 0 0 file:///C:/Users/2503525/AppData/Roaming/Econolite/Prints/10968/PrintAll.html 7/12/2023 DB Editor Report Page 1 of 2 City of Denton, TX +� ECO/VCILITE MOVING TRAFFIC FORWARD 113-Teasley&Wheeler Ridge-Teasley&Wheeler Ridge- Econolite Type- EOS Controller Timing Plan(MM)2-1 Plan 1 - Phase 10 Ill 12 13 14 15 116 Direction S-L IN-T W-L E-T IN-L IS-T E-L W-T IN IN IN IN IN IN IN IN 2-1-1 Minimum Green Delay Green 10 0 0 0 0 Min Green 0 0 0 0 0 Bk Min Green 0 0 0 CS Min 0 0 0 Green Variable Initial Lane False False False False False False False False False False False False False False False False Act B4 0 0 0 SeclAct 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Max Int 0 0 0 2-1-2 Vehicle Passage Vehicle Ext 2.0 2.0 2.0 12.0 12.0 12.O 12.0 IZO 10.0 10.0 10.0 10.0 10.0 0.0 E Vehicle Ext 2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 � (D o Volume Occupancy F N Time 0 0 0 0 0 Cars Wt 0 0 0 y STPTDuc 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 &0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 > TTReduc 0 0 0 o a a Min Gap 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 a 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .. w Q 2-1-3 Max Green Data £ Max1 30 0 0 0 0 0 a 0 10 0 ° Max2 0 0 0 0 0 0 0 d 0 0 0 0 0 0 0 0 40 d Maxi 10 10 10 10 10 0 Dynamic Max DYM Max Dym Step 0.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 2-1-4 Pedestrian Delay Walk 0 0 0 0 Walk 0 0 0 Ped Clear 0 0 0 0 0 10 0 0 Alternate Walk2 10 0 0 10 0 10 10 0 Ped Clear 2 0 10 jo jo 10 10 10 10 10 Pedestrian Carry Over Ped CO 10 10 Max Extension Walk Max 0 0 0 0 0 0 Ped Clear 0 0 0 Max Hawk kIngress 0 0 0 Time 0 0 0 1-5 Clearance ear 0.1 0.0 0.0 0.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 0.0 10.0 10.0 Yellow 13.0 13.0 13.0 13.0 13.0 3.0 13.0 13.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10,0 file:///C:/Users/2503525/AppData/Roaming/Econolite/Prints/1956/PrintAll.html 7/12/2023 DB Editor Report Page 2 of 2 Red Clear 12.5 12.5 12.5 12.5 12.5 2.5 JZ5 12.5 10.0 10.0 10.0 10.0 10.0 10.0 .0 10.0 Red Revert 2.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 12.0 12.0 120 12.0 12.0 12.0 12.0 12.0 Max Extension Red Max 2.5 12.5 12.5 12.5 12.5 12.5 12.5 12.5 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 Hawk Flash Yellow 10 10 Red Delay 10 10 Plan 1 -""Continued Phase Recall(MM)2-1-6 Phase 12 13 14 15 16 Lock Detector Vehicle Recall X X Ped Recall Max Recall Soft Recall X X No Rest Overlap(MM)2-1-7 Phase A B C D E F G H I J K L M N O P Leading Adv.Green 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Adv.Ped 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay FYA 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Trailing R co Lag Green 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o Yellow 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 c Red 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 � w m d - > o a 0 Phase Outputs MM 2-1-8 c Q Phase 12 13 14 15 16 E Double Serve Q- Dbl Sery Ph. 0 0 0 0 d d 0 file:///C:/Users/2503525/AppData/Roaming/Econolite/Prints/1956/PrintAll.html 7/12/2023 Kimley))) Horn Appendix I: Approved TIA Scope E M m N N O � N W C = O l6 W ) G y O G Q G. .+ C. y C Q cU E Q O 0 d • • 13455 NoelRoad,Two Galleria Office Tower, 11 Dallas,TX75240 • 1 11 821 N Mayhill Road TIA July 2023 Denton,Texas TIA Scope approved by DAT on June 9,2023 with TSC23-0012 - 2nd Submittal minor comments Approved with minor comments Shaillaja Avatapalli, PE, PTOE HR Green 06/09/2023 Traffic Impact Analysis Scoping Document — Hunter's Creek Commercial Development 1. Narrative The proposed development is located along Teasley Lane north of Ryan Road near Hunters Creek Lane in Denton,TX. Per the City of Denton's Zoning Map, the site is currently zoned PD-MN(S) and on the future land use map it is mixed between low residential and community mixed use.The development is requesting a PD overlay to allow drive-through restaurants.The parcel is currently undeveloped. The site development is 5 miles south of Texas Woman's University and 5 miles southeast of the University of North Texas. Guyer High School is 2 miles to the south, but the site is technically zoned for Denton High School, which is 8.6 miles to the northwest. McMath Middle School is located 3 miles to the north. Nelson Elementary School is located to the east across Teasley Lane, but the site is zoned for Houston Elementary, which is 1 mile to the north. The site, as proposed, includes 13,800 SF of small office building, 10,900 SF of medical-dental office building, 21,800 SF of retail, 7,000 Sf of fast-food restaurant, and 2,500 SF of coffee shop. Both the fast food and the coffee shop will have drive-throughs.The site has three planned access points: a full access entrance/exit point on Hunters Creek Road, a right-in/right-out entrance/exit on Teasley Lane to the north of Hunters Creek Road, and a full-access entrance/exit point to Ryan Road.A concept plan is attached in Exhibit A. E M f6 N ~ '0 2. Proposed Study Intersections 0 The study intersections within 1 mile are listed below: Q c 1. Teasley Lane at Wheeler Ridge Drive (signalized) o a Q 2. Teasley Lane at Ryan Road (signalized) a 3. Teasley Lane at Hunters Creek Road (unsignalized) 0 4. Teasley Lane at Robinson Road (signalized) 5. Teasley Lane at Wind River Lane at Lillian Miller Parkway (signalized) 0 A map of the study intersections is attached as Exhibit B.The aerial map with the proposed study intersections and radius boundaries for the different level of TIA Study areas. For this project, we recommend the 0.5-mile to 1 mile radius study area per the published TIA Guidelines. 3. Proposed Roadway Links Montecito Rd 1. Ryan Road between Teasley Lane and N4efttimceHfl 2. Teasley Lane between Briar Forest Drive and Hunters Creek Road The surrounding area has an assumed growth rate of 2.0%. 4. Proposed Study Hours Weekday AM Peak(6:30—8:30 AM), weekday PM Peak (4:30—6:30 PM) TIA Scope approved by DAT on June 9,2023 with minor comments S.Site Trip Generation The table below shows the trip generation for the study area.The projected trips are based on the trip generation rates.The internal capture procedure is taken from the ITE Trip Generation Handbook, 3rd Edition, and a worksheet summarizing the calculation is attached to this report as Exhibit D. The Pass-By trip rates are taken from ITE Trip Generation Handbook, 3rd Edition. Daily AM Peak Hour PM Peak Hour Land Uses Amount Units ITE One-Way One-Way Trips One-Way Trips Code Trips IN OUT ITOTAL IN OUT TOTAL Small Office Building 13,800 SF 20 30 Medical-Dental Office Building-Stand-Alone 10,900 SF 30 43 Strip Retail Plaza(<40k) 21,800 SF 822 1, 144 Fast-Food Restaurant w/DT 7,000 SF 934 1 3, 111 231 Coffee/Donut Shop w/DT 2,500 SF 1 937 1 1, 48 1 97 Development Totals Raw Trip Generation Total: 6, 281 545 Internal Capture Total: 1, 142 External Trips: 5, 210 403 Pass By Trips: N/A Total Net New External Vehicle Trips: 5, 128 239 Trip Generation rates based on ITE's Trip Generation Manual,111h Edition. E Internal Capture and Pass-By procedures from ITE Trip Generation Handbook,3rd Edition(2017). W N a) O co r There is no development phasing and the development will be built in a single phase. oa o 6. Proposed study years&analysis category(from Table 1.8.4.1 TCM) w a CL As directed by the City of Denton, the trips should be calculated based on the total peak hour trips, E which include pass-by trips.Therefore,the site falls into Analysis Category III. However, in the first scope o review,the City of Denton noted that "category II analysis periods and study area are sufficient for this study."The proposed study years are as follows: 1. Existing Year(2023) 2. Opening Year(2024) 3. Horizon Year(Opening+5 years, 2029) 7. Proposed growth rate&background projects The proposed growth rate used in the study is 2.0%.The table below shows the historical data. TIA Scope approved by DAT on June 9,2023 with minor comments Teasley Lane(FM 2181)[Location ID: 61H71] Record Year Link Start Link End Source 24-Hour Annual Volume Growth Rate 1 2011 Hunters Creek Road Ranchman Boulevard TxDOT 19,711 - 2 2013 Hunters Creek Road Ranchman Boulevard TxDOT 21,081 3.4% 3 2014 Hunters Creek Road Ranchman Boulevard TxDOT 20,178 -4.3% 4 2015 Hunters Creek Road Ranchman Boulevard TxDOT 21,800 8.0% 5 2016 Hunters Creek Road Ranchman Boulevard TxDOT 21,546 -1.2% 6 2017 Hunters Creek Road Ranchman Boulevard TxDOT 23,402 8.6% 7 2018 Hunters Creek Road Ranchman Boulevard TxDOT 19,134 -18.2% 8 2019 Hunters Creek Road Ranchman Boulevard TxDOT 18,323 -4.2% 9 2019 Hunters Creek Road Ranchman Boulevard KHA 18,139 -5.2% 10 2020 Hunters Creek Road Ranchman Boulevard TxDOT 16,505 -9.0% 11 2021 Hunters Creek Road Ranchman Boulevard TxDOT 15,450 -6.4% Average Growth 2011 -2021: -2.5% Ryan Road [Location ID: 61U334] Record Year Link Start Link End Source 24-Hour Annual Volume Growth Rate 1 2014 Overlake Drive Teasley Lane TxDOT 5,164 - 2 2019 Overlake Drive Teasley Lane TxDOT 7,588 8.0% 3 2019 Overlake Drive Teasley Lane KHA 6,516 4.8% o Average Growth 2014-2019: 6.4% F- N co c Average Annual Growth: 1.9% � N N o y 0 Surrounding developments to be included in analysis includes the following: 1. Residential neighborhood along Monte Carlo Lane to the west of the project iJ E 0 8. Proposed Trip Distribution Site traffic trip distribution is shown in Exhibit C.The distribution is based on the historical counts, collected along Teasley Lane and Ryan Road, and the attractiveness of different routes to the regional highways and major population centers. The distribution conservatively assumes that all the site driveways will be right-in/right-out. If any of the driveways meet median opening access spacing and will have a median opening,then the distribution will be slightly altered to account for this increased access. The driveway to Ryan Road will be analyzed as full access. Validate proposed Trip 9. Preliminary Traffic Study Elements Distribution with actual counts The traffic impact analysis will include: • Intersection level of service analysis • Roadway Link capacity analysis • Parking Demand Analysis • Driveway Spacing per TxDOT ACM for Teasley Ln & COD TCM standards for city roadways. • Site Distance evaluation at driveways • Auxiliary Lanes o Turn lane requirements. (TCM 1.4.3 & DDC 7.8.7) o Storage and taper requirements (TxDOT RDM & COD TCM ) • Safety Assessment- Historical crash analysis TIA Scope approved by DAT on June 9,2023 with minor comments • Bike/Pedestrian impact and facilities/Pedestrian TIA, per TCM 4.5 • Traffic signal warrant analysis at Hunters Creek Road and Teasley Lane Scoping Document completed by Jacob Halter, P.E., PTOE. Please call 972-776-1741 for additional information. G coM N N O N W O C 10 0 y O _ y 6 Q Q C. _ m U E a 0 d d TIA Scope pp—ed by DAT on June 9,2023 with ......ommentsRFRR \ // NOS CAPE \\ / N10 BUFF AND / 1�1 \ SIDEW KEASEMENT CFCONICRE�BLOCK E \ \c\/ Y4 25 S s / \ 0 60' 120' / / e TRACT t DRAINAGE EASEMENT HUN CR GRAPHIC SCALE 60' — IN3T ND.2o14-10 0 MATCH LINE RPiR.D.C.T. S \ — �9E QV CRETE / \ \'OJAL )\ \ 2 4 0 I u PROPOSED ` -n PR ..EIDDOM.11 RS IRR. ATER METERS w I '� COMMERCIAL 35 DSCAPE I AND 16'X16' TER EASEME a 5 6 1 7 1 8 I BUILDING I I s NJ \ �L — — N I g a PROP.WASTE S D .ALK EASE T \ \< a O a CONTAINE 3 �— I — n a � dim — 5 I VICINITY MAP -- r SCALE:1"=1.000' r 2 — r OOMV \NG ��ATERMETERS MATCH LINE 3 9 O 0 `,q,. RD16 DOM.81 LEGEND p I I D 16'X WATER EN BLOCK U I PROP. 1j a Z - > \ REINFORCED (FIRE RLANE) CONC ETE PAVEMENT 1 BLOCKE I I i a LOT IB BLOCK \ / I \ / 5"REINFORCED TEASLEY TRAILS, I AI \ CONCRETE PAVEMENT 1 11 \ / PHASE III I F I DOC.R.D C.T. 5 P..D..T. ••V < a • 4 ° \ \ \ \ \ — / CONCRETE SIDEWALK o HUNTER'S / II &CONCRETE SIDEWALK 3 PROP06EDI16'WATEREASEMENT •PROPOS Om. RR RMETBKS \/ « CREEK / AND 16'X1 AT y \ cy BLOCK D \\ \ \ \ 9 FL SUMMIT OAKS ADDITION PHASE I FIRE LANE CABINET PAGE 163 / —I ------/ —�--- —\ fl. SIDE M.R.D.C.T. 13 i i /(/ --� \\ \ " II 1 \ \ 2O \\ \ �� / Q I \ \ \ \ ' NOTE:ALL ROLL-OFF COMPACTOR ENCLOSURES SHALL BE A MINIMUM INSIDE WALL DIMENSIONS OF 16 FEET WIDE WITH 12 I / \ \ OT 2A BLOCK O`u��Py" \\ 6 EWA EASE O oe \ THE DEPTH TO BE DETERMINED BY THE Em \_ Q-G '\-° PROP.WASTE P \ "✓ — E I I e p .a K P - p•- J OG CONTAINER CG c o� \' T 1,e troN e COMPACTOR SIZE SELECTED. e v�a i \ ' q METER — X BLOCK TYPICAL DUMPSTER DIMENSIONS — — I \a \ O E A V LOT 2BBLOCK \\ I \ \ o /\• \ — 10.5' 1p \: \ — LOT I,BLOCK A I G= 0 \ \ ELEMENTARYSCHOOLNO.18ADDITION G 0° a� \ D RR.WATER ETERS C r ABINET X,PAGE353 OPOSED - \ M.R.D.C.T. \ A 1 1'WA ET I \ � 666��ccc 6 S MEN 9 \ \ \ 'Ao o \\ \ \\ PR P.WASTE \ V \ I - '� TEASLEYDOC TRAILS,PHASE III I J 9 ( "4 CO AINER Doc.No.2on-ss P.R _ \ 2 .D.C.T. I a � � a T2C BLOCK \ e? a G�oOege°\mo Po�G� ' 5' N ALET\UDE SID (T YF EFPW.) PROP WASTE �KEA. TJOINTVENTUR COMACTOR ENTONWErLOT 3,BLOCKA DOC.NO2 35'LANDSC 7 20-199 \ \ \ PRO WASTE \ \ J I P CON T ER - 6 I / / / ,_ \ P POSED�DOM.B�. ATER METERS ° ° N i6'X16'PP//ATER BE HIT 2 LOCKA LOT2FBLOCKA 4 T \ \ \\ \ \ NOTE:PROPOSED WASTE CONTAINERS 1e' P OPOSEaDOM.AT ATER METERS SHALL BE SINGLE ENCLOSURES,13 N i6 V� 'IN 5 I ; \ e \- 'Xi6' RE NIT \ WIDTH BY 10.5'IN DEPTH.SINGLE ENCLOSURE WALLS SHALL BE A MINIMUM FLOOD MITIGATION \ \ �' \ OF 6'HIGH. 2 4 LIMITS/ / DRAINAGE EASEMENT \`_' .fl INST NO.2020-199 III \\ \ \ / O.R.D.C.T w U z LO BLOCKA LL g CITY PROJECT NUMBER: PP22-0010 U CONTAIN ERA \ PROPOSED DOM.&IRR.yYAT R METERS \ AND i6'Xi6'W ER PsEMENT \ \ PRELIMINARY PAVING PLAN FOR LOT 1,BLOCK A \ DENTON WEST JOINT VENTURE ADDITION `I / SKEWOOD CABINET NE PAGE NIENT ADDITION \ LOTS 1A-1 B,2A-2F,BLOCK TCONCRETE .� - P.R.D.C.T. \ COMMERCIAL&OFFICE DEVELOPMENT / m 0: SIDEWALK(TYP.) \ 3 2 1' F ---------- \ BEING 12.77 ACRES H I o _ __—__ — — \ OUTOF THE o -- ---- - — — — — — — — — \\ J.FISHER SURVEY,ABSTRACT NO.421 IN THE nRE oRE oaE o E „e -- oaE o„ — E— \ CITY OF DENTON, DENTON COUNTY COUNTY,TEXAS 1 I I E.RYAN ROAD 38� i i X w — — — — \ OWNER: DEVELOPER: ENGINEER/SURVEYOR: r Denton West L Joint Venlure Denton West Join Venture Kimley >Horn \ 3939 Teasley Lane, 3939 Teasley Lane, �� X X Denton,TX 76210 Denton,TX 76210 Y'9 y o X —� I ^uc oae — \ Tel:(940)4650135 Tel:(940)465-0135 6160 Warren Parkway,Suite 210 I u 3 c of --T on Contact:RJ Button Contact:RJ Button Fri—,TX 75034 m ? - Tel:(972)335-3580 Q a Contact:ROB MYERS,P.E. DESIGNED DRAWN CHECKED SCALE DATE KH PROJECT NO. ao� RJM KPH RJM ASSHOWN MAY PP-1 r ��' -, - e �� .'=`a"�•�R�'�• �yt . 3. • • ;, ��u a .� �c �:� r� r '°ap; ',71 _ jai+ r Legend 1 Mile Exhibit B q e5` Dlt 1• i 4 r « r u a I" �" � C�„ ty� ♦ T`S� - WIY�9�dVroa�,$'4rr River e 6 A 't _ ^ 4 , �' � � k fi a'. _ `� $ �` �s ry .,r a!�lafiela' ;•P�R �arw � f, a u .^1yr r�. d :-AZ.n1� n Y;_ ,•,..' �. ' » Nn �� .*". ,ly Aad,f wk9 a/selr4 :� 1 Y ° t [. v �':'Y �. ,• .. , -. '"w4! .d. �.��' 6 t r� '�" .�' i� - - ':vil.'� 14�1� �.1 i I p Teasley k ' Creek a } .e uJl•y ey •r,T .. i �. f+r94 P .. ✓� " `Tr;�� -F".5€dT:'� OAYJ 0'� I�� y::� F �'r y�, a � y . v p [ 4L at Ryan '{F LR 4 A �x lAr �Y Y x. 1 _ s mow, k 1v a M ,.. -L, j„ y,y. '. '•�'t' ". N,�.''_ yy Af, 4t WYv-,,,rt < , �y, ��' bl 'Y z S d :( - �'�,- -� ASY a+^ a, ''• _ � ':�""�� c ��.Ac;• ��yc» �x�4�4^kL� r �`�p _.;, ,, _.,a r_-'•r _;-r' �� ., ,,,� :. ".-'�;" tom,.,:e., '..:.�k r^�w'i<,..§� ,�. �+ � �-.: d� ;?#�m "ti` .,m�Syd �`` 4yt` .P - [ >x .:''% ,►"M►'. " .; .A� � .` �ROBI:NSON SOAKS F r 6}�n - Il�♦u_YNL�� ._ :,.+ I.' i� �T .YA`�.,, �� ;� '.j 1�� '� I �4 .a � ` �e 6:. [ ,.,i+� as, '_ .� .`- � [. � �_ ,,;_; `'e, � .z�`iui: � �R1�1"�,i+rl��ra9�M4a aB Mr4r►_ il►5 4. }s, `' .6. ,wain..¢ ..�raa:.a a.: Cw',' h. Yac ,. ., � .��' -.. -...: �i ,.... d r>* .0 "`�%rwn �_ �.. o-a• :� r I easley at Wheeler •• Y F►'�' �," iA�,,a� �,. 'Mtr 'ram .. q, ,.�. �� . �� +. �: ��,j,+ r"v� ,,r, "► ,� a .,r a"'t 3"_+. 6k14Eapl�` L1" Ps k�s_71P � a� i r � �° � �. '��° "'fo �• r e.� ra : � } "bY =:.:.N �.•�, wr'+a� ,.� -x.7 :fir � Ii►M• -AA"y. �- �' as k.: ' �s 3 v i i!. y >a •'• .<u:.: �, m �� y}y la[Ii�iVWI°'Y'W.' �� ,y r• �, �, k-' .Yr F 4 M M � �x�kl �� m�a, ra•rr `�� 4W14p�"4C�►' `"�� `r ' ` a \-� ' r a 4� k`° V 4' ' � x' � ■ rN ry� � ��. x� �v� '"d' A .i � �- ,. Lj to Imagery from Nearmaps r a! VM [ ! .; r��;+-�� •y � � �tl �� :,aPg��9r)f4,.t�¢1 S bi M1 �� *, 4 fib, �"' � � .. . � _ - _ - , TIA Scope approved by DAT on June 9,2023 with minor comments r vd Iv 3 F3 d t N 4f- Teasley Lane(FM 2181) Wind River Lane ♦ r-----------------, - I II N II North Drive•••••••• II II J h II �� (1s°ro)Z II II - II II II II II II II II II II II II «jtL* r II Hunters Creek Road Heights Boulevard II �� (15%)S �7 II Site II (15%)z II II II II II II II II II E tM jll !0 N - � N II II c0 II II �..I o\ II Central Drive C = 'I m II •••• h rC. ato'a jll oc II (15%)Z Ul (D G y 0 jj o W 0 Q CL I y C Q U G g Etta% � i O +1 L►.F(si) N t L t d Ryan Road Nelson Elm.School > Driveway 0) IS%t `` ♦1 III Q 15%—+ 4 — LEGEND: X%(Y%) X%=Percentage of Inbound Site-Generated Traffic (Y%)=Percentage of Outbound Site-Generated Traffic i 3W� N ♦ L► r Robinson Road ? +7 ♦ r+ Z = i + L+ r Wheeler Ridge Drive Z EXHIBIT C 3v Trip Distribution&Assignment Teasley&Ryan Commercial-Denton,Texas ztr North Kimley>>Morn t Not To Scale TIA Scope approved by DAT on June 9,2023 with Exhibit D minor comments Internal Capture Reduction Calculations Methodology for A.M. Peak Hour and P.M. Peak Hour based on the Trip Generation Handbook, 3rd Edition, published by the Institute of Transportation Engineers Methodology for Daily based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour Teasley& Ryan Commercial - Denton,Texas SUMMARY GROSS TRIP GENERATION Land Use Daily A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Enter Exit Office 296 296 46 11 23 50 D Retail 594 594 31 20 72 72 a Restaurant 2,303 2,303 269 258 169 159 Z Cinema/Entertainment 0 0 0 0 0 0 Residential 0 0 0 0 0 0 E Hotel 0 0 0 0 0 0 N Gross Trips Total: 3,192 3,192 346 289 264 281 � � o O M oy INTERNAL TRIPS P oQ a CL " r- a Land Use Daily A.M. Peak Hour P.M. Peak Hour V E Enter Exit Enter Exit Enter Exit a O Office 117 170 8 10 6 8 m m a Retail 243 177 5 5 42 22 Restaurant 224 237 10 8 23 41 OCinema/Entertainment 0 0 0 0 0 0 Residential 0 0 0 0 0 0 Hotel 0 0 0 0 0 0 Internal Trips Totals: 584 584 23 23 71 71 %Reduction 18.3% 0.0% 26.1% EXTERNAL TRIPS Land Use Daily A.M. Peak Hour P.M. Peak Hour Enter Exit Enter Exit Enter Exit Office 179 126 38 1 17 42 a Retail 351 417 26 15 30 50 Restaurant 2,079 2,066 259 250 146 118 OCinema/Entertainment 0 0 1 0 0 0 0 Residential 0 0 1 0 0 0 0 Hotel 0 0 1 0 0 0 0 External Trips Total: 2,608 2,608 323 266 193 210 Kimley))) Horn Appendix J: SynchroTm Output - 2023 Existing Traffic E M m N N O � N W C = O l6 W ) G y O G Q G. .+ C. y C Q cU E Q O m d • • 13455 NoelRoad,Two Galleria Office Tower, 11 Dallas,TX75240 • 1 11 821 N Mayhill Road TIA July 2023 Denton,Texas Teasley Commercial TIA 2023-Existing-AM Teasley Commercial TIA 2023-Existing-AM Lanes,Volumes,Timings 1:Teasley&wmdRiver&Lillianlvfller Lanes,Volumes,Timings 1:Teasley&wmdRiver&Irui nN&r EBL. EBT EBR V BM V SBL Lane Group Lane Configurations '['''Ft '�''(it '�'Q Lanetonfigurations +I, Traffic Volume(vph) Traffic Volume(vph) 508 199 1 - Future Volume(Wh) Future Volume(Wh) 508 199 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 1 Storage Length(ft) 100 0 50 0 275 0 135 Storage Length Ift) 0 Storage Lanes 1 0 1 0 1 1 1 Storage Lanes 0 1 - Taper Length(ft) 25 25 25 25 Taper Length(ft) Lane Uhl.Factor 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 �5 1.00 Lane Uhl.Factor 1 - Fit 0.895 0.945 0.850 Fit 0.958 Flt Protected 0.950 0.950 0.950 0.950 Flt Protected i 1 Said.Flow(prot) 1583 0 1770 Satd.How(prot) 3391 0 Flt Pemvtted 0.477 i 0.238 0.17 0.320 Fk Permitted 1 - Said.Flow(perm) 596 Said.Flow(perm) 3391 0 Right Turn on Red Right 7hm on Red 1 Said.Flow(RTOR) 449 111 182 Said.Flow(RTOR) 63 Link Speed(mph) 40 30 Link Speed(mph) 35 1 Link Distance(ft) 869 668 1252 Link Distance(ft) 458 Travel Tmie(s) 14.8 15.2 19.0 Travel Tmie(s) 8.9 1 - ^--k Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Peak Hour Factor 0.91 0.91 _ Adj.Flow(vph) Adj.Flow(vph) 558 219 Shared lane Tragic(%) Shared Lane Traffic(%) Lane Group Flow(,ph) 0 354 649 95 0 70 Lane Group Flow(vph) 777 0 N Enter Blocked Intersection No Nb Nb No Nb No No No N'v Nb No No Enter Blocked Intersection Alo No co Lane Alignment � Left Left Right Left Left Right Left Left Right R NA Left Lane Alignment Left Right co NEdian Width(ft) 12 12 12 NEdian Width(ft) 12 0 _� IinkOffsegft) 0 0 0 imkoffsegfl) 0 p Crosswalk Wrdth(ft) 16 16 16 Crosswalk Wrdth(ft) 16 y y Two way Leff Turn Lane Two way Leff Turn Lane 'y C Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Headway Factor 1.00 1.00 Q G lhmuig Speed(mph) 15 9 15 9 15 lhmuig Speed(mph) CL Number of Detectors 1 1 2 1 2 1 2 1 1 1 Number of Detectors 2 .>`N Q Detector Template Left Thin leg 'Thou Right Left Left Detector Template 0 E Leadlogatector(ft) 20 20 100 20 100 20 100 20 20 20 Leading Detector(11) 100 M Tiailing Detector(fl) �0 0 j1L 0 0 0 0 Tiailing Detector(ft) 0 Detector I Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector I Posinon(ft) 0 j Detector 1 Size(ft) 20 20 20 Detector 1 Size(ft) 6 N Detector 1 Type CI+Ex CI+Ex CI+Ex Offix CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Type CI+Ex G Detector 1 Charnel Detector 1 Charnel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 Detector 2 Position(ft) 94 94 Detector 2Position(ft) 94 Deteetor2 Size(ft) 6 6 6 Detector2 Size(ft) 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Type CI+Ex Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) 0.0 Detector 2 Extend(s) 0.0 Tura Type custom D.P+P NA D.P+P NA D.P+P NA Perm custom D.P+P Turn Type NA Protected Phases 7 4 5 -1111W- 1 Protected Phases 6 Permitted Phases 3 4 8 6 2 1 2 Permitted Phases 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report Kmiley--Horn Page 1 Kunley-Hon Page 2 Teasley Commercial TIA 2023-Existing-AM Teasley Commercial TIA 2023-Existing-AM Lanes,Volumes,Timings 1:Teasley&wmdRher&LilianNliller Lanes,Volumes,Timings 1:Teasley&wmdRiver&Lilliu,Muer ` F s` t l4 SphtsandPhases: 1:Teasley&Wmd River&IiianN&r F EBT EBR WBL WBT WBR ML NUT NBR SBU SBL ©i 02 03 C4 Detector Phase 31 3 8 7 4 5 2 2 1 1 s Switch Phase \�JS 06 ©7 ��d Morava.Initial(s) 4.0 5.0 4.0 5.0 4.0 15.0 15.0 4.0 4.0 Mnimum Split(s) 10.0 10.0 11.0 10.0 11.0 10.0 21.0 21.0 10.0 10.0 Total Split(s) 20.0 20.0 20.0 20.0 20.0 20.0 30.0 30.0 20.0 20.0 Total Split(%) 22.2% 22.2% 22.2% 22.2% 22.2% 22.2% 33.3% 33.3% 22.2% 22.2% Makin urn Green(s) 14.0 14.0 14.0 14.0 14.0 14.0 24.0 24.0 14.0 14.0 Yellow Time(a) 3.5 3.5 4.0 3.5 4.0 3.5 4.5 4.5 3.5 3.5 All-Red Time(s) 2.5 2.5 2.0 2.5 2.0 2.5 1.5 1.5 2.5 2.5 Lost Thoe Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total LostTane(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag lead Lag Lead Lag Lag Lead lead Lead-Lag Optrtmze? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes " 'icle Extension(a) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Node None None Mn None Mn None Mn Mn None None Walk Time(s) 6.0 6.0 6.0 6.0 Flash Dont Walk(s) 25.0 25.0 21.0 21.0 R N Pedestrian Calls(#/Iv) 0 0 0 0 No Act Effct Green(s) 22.6 16.8 24.1 10.6 35.9 31.4 31.4 37.4 o Actuated g/C Ratio 0.27 0.20 0.29 0.13 0.43 0.38 0.38 0.45 V v/c Ratio 0.59 0.64 0.36 0.62 0.92 0.48 0.13 0.19 O Control Delay 27.5 13.3 23.2 28.2 52.7 23.1 0.4 13.1 C y y Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 vl Total Delay 52.7 13.1C C a G LOS C B C C D C A B .. cL Approach Delay 16.9 27.0 30.7 w 4 Q Approach LOS B C C O E Queue Length 50fh(fl) 86 48 36 57 137 143 0 18 O Queue Length 95th(fl) 142 110 69 101 #326 216 0 43 Internal Link Dist(it) 789 588 1172 j T-Bay Length(tt) 100 50 275 135 (D Base Capacity(vph) 416 1010 373 663 386 1342 713 500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap ReduLtn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.52 0.64 0.26 0.49 0.92 0.48 0.13 0.14 Intersection S Area Type: Other Cycle Length:90 Actuated Cycle Length:82.8 Natural Cycle:60 qW Control Type:Actuated-Uncoordinated lvhxn=v/c Ratio:0.92 Intersection Signal Delay 27.3 Intersection LOS:C Intersection Capacity Utilization 81.2% ICU Level of Service D Analysis Period(min)15 # 951hperoentle volume exceeds capacity,queue maybe longer. Queue shown is maxunvn after two cycles. 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report Kinky--Horn Page 3 Kunley-I lain Page 4 Teasley Commercial TIA 2023-Existing-AM Teasley Commercial TIA 2023-Existing-AM Lanes,Volumes,Timings 1:Teasley&WmdRiver&LillianNfller Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtmSch.) EBT EBR WBL�WBR -� Detector Phase 6 Lane Configurations + I ft 1 '{'0 Switch Phase Traffic Volume(vph) 768 0 �� 2 Mmmurn Initial(s) 15.0 Future Volume(Wh) 768 0 1 2 Mnimum Split(s) 21.0 Ideal Flow(vphpl) Total Split(s) 30.0 Storage Length(ff) 240 too 0 0 350 0 500 Total Split(%) 33.3% Storage Lanes 1 0 1 0 1 Nhxunutn Green(s) 24.0 Taper Length(ff) 25 25 25 25 Yellow Time(s) 4.5 Lane Uhl.Factor 1.00 1. 1.00 0.91 1.00 0.91 0.91 0.91 1.00 All-Red Time(s) 1.5 Fit 0.850 Lost Thre Adjust(s) 0.0 Fk Protected 0.950 0.950 - 0.950 Total Lost Tirne(s) 6.0 Said.Flow(prot) 0 0 1770 Lead/Lag Lag FltPemvtted 0.211 0.322 Lead-Lag Opturize? Yes Said.Flow(perm) 0 0 600 Vehicle Extension(s) 3.0 Right Turn on Red 1--allN4xle Mtrt Said.Flow(RTOR) 483 wauc Time(s) 6.0 Link Speed(mph) 35 FlashDontWalk(s) 21.0 Link Distance(11) 786 516 634 Pedestrian Calls(#Au) 0 'Travel Tmie(s) 15.3 10.1 9.6 RCl) Act Effct Green(s) 21.8 Peak t lour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 H N Actuated g/C Ratio 0.26 Adj.Flow(vph) 800 0 1 2 cp We Ratio 0.83 Shared Lane Traffic(%) C c0,1 Control Delay 35.6 Lane Group Flow(vph) 800 0 0 3 O = Queue Delay 0.0 Enter Blocked hrtersection AIo ND No Na No No No Alo Nb Nb No No to y Total Delay 35.6 Lane Alignment Left Left Right Left Letl Right RNA Left Left Right RNA Left 41 'y > IDS - D NEdian Width(ff) 12 12 12 H 0 Approach Delay 33.7 LmkOffsegfl) 0 0 O Q G Approach LDS C Crosswalk Wrdth(ff) 16 16 16 r O Q Queue Length 50fh(ff) 188 Tuo way Leff Tom Lane V O Queue Length 95th($) #277 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 p. Internal Link Dist(ft) 378 Thming Speed(mph) 15 9 15� 9 15 9 9 15 C Tmn Bay Length O Number ofD tectors 1 2 1 1 2 1 1 2 1 1 O Base Capacity(vph) 1036 Detector Template Left Thin Right Leff Th> Left Left Thtu Lift Deft Starvation Cap Reductn 0 Leading Detector(11) 20 100 20 20 100 20 20 100 20 20 Spillback Cap Reductn 0 Trarling Detector(ft) 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 Detector I Posiron(ft) 0 0 0 0 0 0 0 0 0 0 Reduced Vc Ratio 0.75 Detector 1 Size(ft) 20 6� 6 ad§§Mm_ 6 MM 20 Detector 1 Type CI+Ex CI+Ex CI+Ex C1+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Intersection Summary Detector 1 Chamtel = Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2Position(ff) 94 94 - Letector2 Size(ft) 6 6 6 Detector 2 Type C1+Fx CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 Tian Type D.P+P Perm D.P+P NA D.P+P D.P+P NA D.P+P D.P+P Protected Phases 3 8 5 5 2 1 1 Permitted Phases 8 4 4 6 6 2 2 07/18/2023 Synchro 11 Report 07/18/2023 Synchm 11 Report Kunley-Horn Page 5 IGmley-I-Iom Page 6 Teasley Commercial TIA 2023-Existing-AM Teasley Commercial TIA 2023-Existing-AM Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtmSch.) Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtmSch.) 1 ►� --* -- --* 4- ~ t .4\ t P " 1* Lane Group Lane Group = EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL LaneVonfigurations Q'0 Detector Phase 7 4 4 3 8 5 5 2 1 1 Traffic Volume(vph) 767 158 Switch Phase Future Volume(Wh) 767 158 Mnimtun Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 15.0 5.0 5.0 Ideal Flow(vphpl) 1900 1900 Mnimum Split(s) 12.0 11.0 11.0 12.0 12.0 12.0 12.0 21.0 12.0 12.0 Storage Length(ft) 0 Total Split(s) 20.0 30.0 30.0 20.0 30.0 20.0 20.0 40.0 20.0 20.0 Storage Lanes 0 mop" Total Split(/) 18.2% 27.3% 27.3% 18.21% 27.3% 18.2% 18.2% 36.4% 18.2% 18.2% Taper Length(ft) Nhxh=Green(s) 13.0 24.0 24.0 13.0 23.0 13.0 13.0 34.0 13.0 13.0 Lane Uhl.Factor 1 0.91 Yellow Time(s) 3.5 4.0 4.0 3.5 3.5 3.5 3.5 4.5 3.5 3.5 Fit 0.974 AIi-Red Time(s) 3.5 2.0 2.0 3.5 3.5 3.5 3.5 1.5 3.5 3.5 Fk Protected Lost Tare Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Satd.Flow(prot) 4953 0 Total Lost Tune(a) 7.0 6.0 6.0 7.0 7.0 7.0 6.0 7.0 Fh Pemvtted Lead/Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead Lead Said.Flow(perm) 4953 0 lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Right Turn on Red Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Said.Flow(RTOR) 42 Recall Mile None None None None None None None Mn Alone None - '.Speed(mph) 45 Walk Time(s) 5.0 5.0 5.0 5.0 Link Distance(ft) 669 FlashDont Walk(s) 27.0 27.0 27.0- 24.0 Travel Time(s) 10.1 Pedestrian Calls(#Au) 0 0 0 0 £ M Peak Hour Factor 0.96 0.96 Act Effct Green(s) 12.1 14.2 -L� 32.3 38.6 38.4 td c� Adj.Flow(vph) 799 165 Actuated g/C Ratio 0.18 0.21 0.09 0.48 0.58 0.57 coo Shared Lane Traffic(%) We Ratio 0.53 0.34 0.01 0.81 0.27 0.01 d o Lane Group Flow(vph)jE 964 0 Control Delay 30.7 1.3 34.0 31.2 9.2 7.7 O = �:: Enter Blocked Intersection No No Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 O ip Lane Alignment Left Right Total Delay 30.7 1.3 34.0 31.2 9.2 7.7 C y y NEdian Width(ft) 12 IDS � C A C C A A N C LinkOffset(ft) = 0 Approach Delay 13.4 34.0 16.3 C a G Crosswalk Width(ft) 16 Approach LOS B C B .. Q Ttvo way Leff Thin Lane Queue Length 50th(11) 61 0 0 82 45 1 ;T d Q Headway Factor 1.00 1.00 Queue Length 95th(fl) 127 0 6 #310 142 5 U E Turning Speed(mph) Internal Link Dist(ft) 706 436 554 0 Number of Detectors 2 Ttmn Bay Length(ft) 240 100 350 500 Detector Template Base Capacity(vph) 376 893 654 463 2926 586 > Leading Detector(ft) 100 Starvation Cap Reductn 0 0 0 0 0 0 O Trailing Detector(ft) 0 Spillhack Cap Reductn 0 0 0 0 0 0 Detector I Posaion(ft) 0 Storage Cap Reductn 0 0 0 0 0 0 Detector 1 Size(ft) 6 Reduced Vc Ratio 0.45 0.27 0.00 0.81 0.27 0.01 Detector 1 Type CI+Ex Detector 1 Channel Detector I Extend(s) 0.0 .&ea Type: Other Detector 1 Queue(s) 0.0 Cycle Length:110 Detector 1 Delay(s) 0.0 Actuated Cycle Length:67 Detector 2 Position(ft) 94 Natural Cycle:60 Detector2 Size(ft) 6 Control Type:Actuated-Uncoordinated Detector 2 Type CI+Ex rvh.xn=v/c Ratio:0.81 Detector 2 Channel Intersection Signal Delay 17.9 Intersection IDS:B Detector 2 Extend(s) 0.0 Intersection Capacity Uilization 69.0% ICU Level ofServiceC Turn Type NA Analysis Period(min)15 Protected Phases 6 # 951hpereentile volume exceeds capacity,queue maybe longer. Permitted Phases Queue shown is maxirnnn after two cycles. 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report Kmilay--Horn Page 7 Kniley--loin Page 8 Teasley Commercial TIA 2023-Existing-AM Teasley Commercial TIA 2023-Existing-AM Lanes,Volumes,Timings 5:Teasley&Ryan/wneeler(EtmSch.) Lanes,Volumes,Timings 5:Teasley&Ryan/wneeler(EtmSch.) Splits and Phases: 5:Teasley&RyanfWheeler(Ehn Sch.) 1 �/ 1401 1 02 •/03 4 $ Lane Gaup = Sur SBR I ■ Detector Phase 6 4105 + 05 J 07 �08 Switch Phase Muhnaunlnitial(s) 15.0 Mnimum Split(s) 21.0 Total Split(s) 40.0 Total Split('/o) 36.4% Ivhxh=Green(s) 34.0 Yellow Time(s) 4.5 All-Red Time(s) 1.5 Lost Tane Adjust(s) 0.0 Total Lost Time(a) 6.0 Lead/Lag Lag Lead-Lag Optanize? Yes Vehicle Extension(s) 3.0 Recall Mile Mn Walk Tune(s) 5.0 Flash Dont Walk(s) 24.0 RPedestrian Calls(#Au) 0 N o Act Effct Green(s) 20.0 Actuated g/C Ratio 0.30 00 V We Ratio 0.64 - G _ Control Delay 21.9 W Y Queue Delay 0.0 - d y > Total Delay 21.9 c W 0 LOS C CL O Q G Approach Delay 21.8 w d Q Approach LOS C U Q Queue Length 50th(fl) 113 M Queue Length 95th(fl) 195 _O hitemal Link Dist(fl) 589 d Turn Bay Length(fl) Q Base Capacity(vph) 2593 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced We Ratio 0.37 Intersection Summary 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report Kunley--Horn Page 9 Kunley-Horn Page 10 Teasley Commercial TIA 2023-Existing-AM Teasley Commercial TIA 2023-Existing-AM Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson WBR NBU NBL NBT NBR Lane Configurations 'Ft 'Ft ) ++I* I lanetonfigurations W, Traffic Volume(vph) 14 728 34 19 276 Traffic Volume(vph) 770 14 Future Volume(Wh) 14 728 34 19 276 Future Volume(Wh) 770 14 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 Storage Length(ff) 0 0 0 0 350 0 350 Storage Length(ff) 0 Storage Lanes 1A� 0 1 0 1 0 1 Storage Lanes 0 Taper Length(fl) 25 25 25 25 Taper Length(ft) Lane Uhl.Factor 1.00jjw 1.00 1.00 I� 0.91 1.00 0.91 0.91 0.91 1.00 Lane Uhl.Factor Err 0.979 0.860 0.993 Err 0.997 Fk Protected 0.950= 0.950 0.950 0.950 Fk Protected Satd.Flow(prot) 0 0 1770 Satd.How(prot) 5070 0 Fk Permitted 0.3Q 0.74 M311� 0.282 Fk Permitted Sad.Flow(penm Sad.Flow(penm 5070 0 Turn on Red Yes Right Turn on Red yaw.Flow(RTOR) 2 366 7 Satd.Flow(RTOR) 2 Link Speed(mph) �30 30 Link Speed(mph) 45 Link Distance(ft) 429 558 1550 Link Distance(ft) 564 R N'Travel Time(s) 9.8 12.7 233W Travel Time(s) 8.5 4) N Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Peak Floor Factor 0.94 0.94 0) Adj.Flow(%ph) 15 774 36 20 294 Adj.Flow(%ph) 819 15 0) �Shared Lane Tragic(%) Shared Lane Traffic(%) p R r Lane Group Flow(vph)M 810 0 0 314 Lane Group Flow(vph) 834 0 - y Enter Blocked Intersection No Nb No No Nb No Nb No Nb Nb No No Enter Blocked Intersection No N'o 'y C Lane Alignment Left Left Bight Left Left Right RNA TER Left Bight RNA TER Lane Alignment TER Right i NEdian Width(ft) 12 12 12 NEdian Width(ft) 12 o Q O-�io>rset(fl) 0 0 Dmkofrsegfl) 0 > Q Crosswalk Width(ft) 16 16 16 Crosswalk Wrdth(ft) 16 V T.vayUftTumLane TvmvmyLeff Turn Lane Q_ I-IeadwayFactor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I-IeadwayFactor 1.00 1.00 Turning Speed(mph) 15� 9 15 15 Turning Speed(mph) Number of Detectors 1 2 1 2 1 1 2 1 1 Number of Detectors 2 t1) Detector Template Left Leff Left Thu Left Detector Template Leadlogatector(ft) 20 100 20 100 20 20 100 20 20 Leading Detector(11) 100 Trailing Detector(fl) MONE...0 0 0 0 0 0 JW 0 Trailing Detector(ft) 0 Detector I PosWn(tt) 0 0 0 0 0 0 0 0 0 Detector I Postuon(ft) 0 Detector 1 Size(ft) llllllo 20 6 20 20 6 i 20 Detector 1 Sizelft) 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CN-Ex CI+Ex CI+Ex CI+Ex CI+Ex CN-Ex Detector 1 Type CI+Ex Detector 1 Channel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 0. 0.0 Detector 1 Queue(s) 0.0 Detector IDelay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector IDelay(s) 0.0 Detector 2 Position(ft) 94 Detector 2 Position(ft) 94 Ietector2 Size(ft) 6 6 6 Ietector2 Size(f) 6 Detector 2 Type F:x Detector 2 Type CI+Ex Detector 2 Channel Detector 2 Cbannel Detector 2 Extend(s) 0.0 Detector 2 Extend(s) 0.0 Turn Type D.P+P NA D.P+P NA D.P+P D.P+P NA D.P+P D.P+P Tum Type NA Protected Phases 8 5 5 1 Protected Phases 6 Permitted Phases 8 4 6 6 2 2 Permitted Phases 07/18/2023 Synchm 11 Report 07/18/2023 Synchro 11 Report IGnley-Horn Page 11 IGmley-Ilom Page 12 Teasley Commercial TIA 2023-Existing-AM Teasley Commercial TIA 2023-Existing-AM Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson ` 4- t ,* l! 1* Splits and Phases: 6:Teasley&Robinson EBT EBR mL wBT WBR NB NBT NBR SBU sBL 401 102 ♦ 03 �L�-i 30 s DetecforPhase 7 4 3 8 5 5 2 1 1 Switch Phase I'1©5 + 05 T Mni urn Initial(s) 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 8.0 Minimum Split(s) 13.5 23.5 13.5 23.5 13.5 13.5 23.5 13.5 13.5 Total Split(s) 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 20.0 Total Split(%) 19.0% 28.6% 19.0% 28.6% 19.0% 19.0% 33.3% 19.0% 19.0% Maximum Green(s) 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 14.5 Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.5 5.5 5.5 5.5 5.5 5.5 5.5 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead lead lead-Lag Optimze? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 D---I1Mxle None None None None None None Mn None None Act>;ffct Green(s) 11.3 9.6 11.3 10.2 35.1 17.6 30.1 Actuated g/C Ratio 0.19 0.16 0.19 0.17 0.59 0.30 0.51 We Ratio 0.05 0.05 0.23 0.68 0.04 0.54 0.60 R CA Control Delay 19.3 24.1 21.4 11.0 7.5 20.0 13.8 H N Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 19.3 24.1 21.4 11.0 7.5 20.0 13.8 C LOS B C C B A B B p C R Approach Delay 21.8 12.6 19.7 N Approach LOS C B B 'y >Queue Length 50th(fl) 3 3 20 7 2 73 35 >_Queue Length 95th(fl) 17 22 56 93 16 179 #170 G Q CL Qlntemal Link Dist(fl) 349 478 1470 > Q Tum Bay Length(tt) 350 350 V E Base Capacity(vph) 482 790 505 901 654 2634 609 Q. Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 d Storage Cap Reductn 0 0 0 0 0 0 0 d Reduced We Ratio 0.03 0.02 0.14 0.44 0.03 0.31 0.52 0 Intersection Summary Area Type: Other Cycle Length:105 Actuated Cycle Length:59.4 Natural Cycle:80 Control Type:Actuated-Uncoordinated Nhximum We Ratio:0.68 Intersection Signal Delay.14.2 Intersection LOS:B Intersection Capacity Utilization 67.4% ICU Ievel of Service C Analysis Period(min)15 # 95th percentile volume exceeds capacity,queue maybe longer. Queue shown is maximmn after two cycles. 07/18/2023 Synchra 11 Report 07/18/2023 Synchm 11 Report Kimley--Hom Page 13 Kimley--Hom Page 14 Teasley Commercial TIA 2023-Existing-AM Teasley Commercial TIA 2023-Existing-AM Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings z Teasley&wheeler Ridge 1 --* -- --* ~ t f, .4\ t P " �► -' ML EBT MR wBL WBT VM NBU NBL NUT MR Detector Phase 6 lane Configurations I to I. ) Wo 4 Switch Phase Traffic Volume(vph) MMMO.!; 45 1 71 Mmmurnlnitial(s) 15.0 Future Volume(Wh) 707 45 1 71 Minimum Split(s) 23.5 Ideal Flow(vphpl) 1900 Total Split(s) 35.0 Storage Length(ff) 0 0 0 0 275 0 275 Total Split(%) 33.3% Storage Lanes 1 0 1 0 1 0 1 Wannun Green(s) 29.5 Taper Length(ft) 25 25 25 25 Yellow Time(s) 3.0 Lane Uhl.Factor 1.00 �.00 1.00 1 1.00 0.91 0.91 0.91 1.00 All-Red Time(s) 2.5 Frt 0.865 0.868 0.991 Lost Tune Adjust(s) 0.0 Flit Protected 0.950= 0.95� 0.950 0.950 Total Lost Time(s) 5.5 Satd.Flow(prot) 0 0 1770 Lead/Lag Lag Fh Permitted 0.330 0.343 Lead-Lag Optimize? Yes Said.Flow(perm) 0 0 639 Vehicle Extension(s) 3.0 Right Turn on Red Recall Mxle Mn Satd.Flow(RTOR) 35 44 9 Act Effct Green(s) 34.0 Link Speed(mph) 30 �0 Actuated g/C Ratio 0.57 Link Distance(ft) 213 322 4573 We Ratio 0.29 Travel Tune(s) 4.8 7.3 69.3 qW Control Delay 9.5 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Queue Delay 0.0 Adj.Flow(%ph) 729 46 1 73 Total Delay 9.5 Shared lane Traffic(%) LOS A Lane Group Flow(vph) 775 0 0 74 Approach Delay 10.6 Enter Blockedlntersection No No No No No No No No No No No No Approach LOS B Lane Alignment Left Left Right Left Left Right RNA Left Left Right RNA Left Queue Length 501h(fl) 32 Nbdian width(ff) 12 12 12 Queue Length 95th(fl) 165 Lmk Of set(fl) 0 0 Internal Link Dist(ft) 484 Crosswalk Wrdth(ff) 16 16 16 Thin Bay length(1l) Tuo way Leff Thin Lane Base Capacity(vph) 2904 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Starvation Cap Reductn 0 T armag Speed(mph) 15 1 9 15� 9 15 9 9 15 Spi back Cap Reductn 0 Number of Detectors 1 2 1 2 1 1 2 1 1 Storage Cap Reductn 0 Detector Template Leff Thru Leff Tl Leff Left Thru Lift Left Reduced We Ratio 0.29 Leading Detector(11) 20 100 20 100 20 20 100 20 20 �um ary Trailing Detector(ft) 0 0 0 0 0 0 W 0 Detector I Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 iffillEM6. 6 MM 20 E r Detector 1 Type CI+Ex CI+Ex C1+Ex CI+Ex CI+Ex CI+Ex C1+Ex C1+Ex Cl+Fx No Detector 1 Channel H N Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 d o Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �i 0.0 C Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 y Detector 2Positan(ft) 94 94 94 - y ._ Detector2 Size(ft) 6 6 6 0 y O Detector 2 Type CREx CI+Ex CQ Q Detector 2 Channel C Q Detector 2 Extend(s) 0.0 0.0 Turn Type D.P+P NA D.P+P NA D.P+P D.P+P NA D.P+P D.P+P V Q Protected Phases 7 3 8 5 5 2 1 1 C Permitted Phases 8 4 6 6 2 2 N N 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report p Kmley-Horn Page 15 IGmley-llom Page 16 Teasley Commercial TIA 2023-Existing-AM Teasley Commercial TIA 2023-Existing-AM Lanes,Volumes,Timings Z Teasley&Wheeler Ridge Lanes,Volumes,Timings Z Teasley&Wheeler Ridge 1 r --I -- --* 4- ~ t 4\ t P " v SBF SBR Lane Group = EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL LanA[bnfigurations +"['''(;t Detector Phase 7 4 3 8 5 5 2 1 1 Traffic Volume(vph) 740 39 Switch Phase Future Volume(Wh) 740 39 Mmmurn Initial(s) 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 8.0 Ideal Flow(vphpl) 1900 1900 Mnimum Split(s) 13.5 13.5 13.5 13.5 13.5 13.5 20.5 13.5 13.5 Storage Length(ff) 0 Total Split(s) 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 20.0 Storage Lanes 0 Total Split(/) 19.0% 28.6% 19.0% 28.6% 19.0% 19.0% 33.3% 19.0% 19.0% Taper Length(ft) Nhxh=Green(s) 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 14.5 Lane Uhl.Factor �.91 Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Fit 0.993 AIi-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Fk Protected Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Said.Flow(prot) 5050 0 Total Lost Time(s) 5.5 5.5 5.5 5.5 5.5 5.5 5.5 FltPemvhed T Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead Said.Flow(perm) 5050 0 Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Right Turn on Red Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Said.Flow(RTOR) 8 Recall Mile None None Alone None None None Mn Alone None Link Speed(mph) 45 Walk Time(s) 5.0 5.0 5.0 Link Distance(ff) 1550 FlashDont Walk(s) 26.0 26.0 19.0 Travel Time(s) 23.5 Pedestrian Calls(#Au) 0 0 0 Peak I lour Factor 0.97 0.97 Act Effct Green(s) 11.8 9.7 11.8 9.7 27.7 27.2 27.7 Adj.Flow(vph) 763 40 Actuated g/C Ratio 0.26 0.22 0.26 0.22 0.62 0.61 0.62 Shared Lane Traffic(%) v/c Ratio 0.05 0.10 0.06 0.13 0.09 0.25 0.12 Lane Group Flow(vph)_M 803 0 Control Delay 15.0 12.3 14.9 11.8 7.1 11.6 7.1 Enter Blocked Intersection No No Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lane Alignment Lei Right Total Delay 15.0 12.3 14.9 11.8 7.1 11.6 7.1 NEdian Width(ft) 12 LOS � B B B B A B A LnkOfsegfl) 0 Approach Delay 13.4 12.9 11.3 Crosswalk Wrdth(ff) 16 Approach LOS B B an B Ttvo way Leff Tram Lane Queue Length 50fh(ff) 4 1 4 1 0 30 0 Headway Factor 1.00 1.00 Queue Length 95th($) 22 26 27 126 32 Turning Speed(mph) Internal Link Dist(R) 133 242 4493 Number of Detectors 2 Turn Bay Length(ff) i 275 275 ector Template Base Capacity(vph) 773 1021 773 1028 874 3764 880 Leading Detector(ft) 100 Starvation Cap Reductn 0 0 0 Tinging Detector(fl) 0 Spillback Cap Reductn 0 0 0 0 0 0 0 E M Detector I Position(ft) 0 Storage Cap Reductn 0 0 0 0 t6 N Detector 1 Size(ff) 6 Reduced We Ratio 0.03 0.04 0.04 0.05 0.07 0.21 0.08 Detector 1 Type CI+Ex Intersection Summary a1 oo Detector 1 Channel U Detector I Extend(s) 0.0 Area Type: Other -0 M a Detector 1 Cycle Length:105 Queue(s) 0.0 Actuated Cycle Length:44.6 to C Detector I Delay(s) 0.0 > 1,laturalC),Ole:65 p y C Detector PosSim(fin(ff) 94 Control Type:Actuated-Uncoordinated 0 Q C. Ietector2 Size(ft) 6 C. Detector 2 T CI+Ex Ivhxurnnn v/c Ratio:0.26 el Intersection Signal Delay.11.4 Intersection IDS:B L) Detector 2 Extend Q Detector2 ExteChannnd(s) 0.0 Intersection Capacity Uilization 43.8% ICU Level ofServiceA 0.� C Thin Type NA Analysis Period(min)15 d Protected Phases 6 > Pertained Phases N 07/18/2023 Synchro I Report 07/18/2023 Synchro 11 Report Kunley-Horn Page 17 Kinley--Horn Page 18 Teasley Commercial TIA 2023-Existing-AM Teasley Commercial TIA 2023-Existing-AM Lanes,Volumes,Timings z Teasley&Wheeler Ridge Lanes,Volumes,Timings z Teasley&Wheeler Ridge Splits and Phases: 7:Teasley&Wheeler Ridge 1 �/ 1401 1 t I G' Lane Gaup = SBT SBR I Detector Phase 6 — *05 + G5 '�T �0-08 Switch Phase It MnaiwmLvtial(s) 15.0 Mnimum Split(s) 20.5 Total Split(s) 35.0 Total Split('/o) 33.3 Ivhxummt Green(s) 29.5 Yellow Time(s) 3.0 All-Red Time(s) 2.5 Lost Trtne Adjust(s) 0.0 Total Lost Time(s) 5.5 Lead/Lag Lag Lead-Lag Optrtnize? Yes — Vehicle Extension(s) 3.0 Recall Ivbde Mn — Walk Time(s) 5.0 Flash Dont Walk(s) 19.0 — RPedestrian Calls(#/hr) 0 N o Act Effct Green(s) 27.3 Actuated g/C Ratio 0.61 00 V We Ratio 0.26 — G _ Control Delay 11.6 W Y Queue Delay 0.0 — d y > Total Delay 11.6 G N O LOS B O Q CL G Approach Delay 11.2 w d Q Approach LOS B U Q Queue Length 50th(fl) 31 M Queue Length 95ti(11) 131 _O Internal Link Dist(fl) 1470 d 11un Bay Length(fl) Q Base Capacity(vph) 3771 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced We Ratio 0.21 Intersection Summary, 07/18/2023 Synchm 11 Report 07/18/2023 Synchm 11 Report Kunley--Horn Page 19 Ktmley--Horn Page 20 Teasley Commercial TIA 2023-Existing-AM Teasley Commercial TIA 2023-Existing-AM HCM 6th TW SC 3:Teasley&Hunters CreekRd/Heights Blvd HCM 6th TW SC 8:Ryan&South Drive Intersection * Intersection IV Int Delay,s/veh 1.4 hit alay,s/veh 0 Ivbvement EBL EBT EBR ML WBT WBR NBL NBT NM SBL SBT SBR Ivbvement EBL EBT WBT WBR Lane Configurations 4� r'k )W. )W. Lane Configurations Q T+ Traffic Vol,veh/h 41 59 880 16 Traffic Vol,veh/h 0 395 515 0 0 Future Vol,veh/h 41 59 880 16 Future Vol,veh/h 0 395 515 0 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Conflicting Peds,#/hr 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Sign Control Free Free Free Free Stop Stop RTChannelized Nate None - None - None RTChannelized None None Storage Length 275 275 Storage Length - 0 Veh in Adian Storage,# - I 1 0 - 0 Veh in Adian Storage,# - 0 0 Grade,% - 0 - - 0 - - 0 - - 0 - Grade,% - 0 0 - 0 Peak Hour Factor 92 92 92 92 92 Peak Hour Factor 96 96 96 96 9 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 MvmtFlow 45 64 957 17 MvmtFlow 0 411 536 0 0 0 T&inr/Mmor Mnor2 Mnorl Nhjorl Nhjor/Mnor Nhiorl Nf3 r onflicting Flow All 0 0 Conflicting Flow All 536 0 - 0 947 536 Stage 1027 - - - - - - - Stage 1 - - 536 - Stage - - - Stage 2 - 411 - R N Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.34 5.34 Critical Hdwy 4.12 6.42 6.22 - H oN Critical Hdwy Stg 1 7.34 5.54 - 7.34 5.54 - - - Critical Hdwy Stg I - 5.42 - j�5 Critical Lkiwy Stg 2 6.74 5.54 - 6.74 5.54 - - - Critical 111"Stg 2 - 5.42 - O V Follow-up 1-Idwy 3.82 4.02 3.92 3.82 4.02 3.92 3.12 - - 3.12 - - Followup 1-Idwy 2.218 - - - 3.518 3.318 O O Pot Cap-1 Nhneuver 439 403 388 Pot Cap-1 Nhneuver 1032 290 545 R � Stage - - - - - - - Stage 1 - - - - 587 - 4 y C Stage - - - Stage 2 - 669 - H i Platoon blocked,% Platoon blocked, O Q Q Lvbv Cap-1 Nhneuver 439 403 388 Lvbv Cap-1 Nhneuver 1032 290 545 w Q Nbv Cap-2 Nhneuver 139 123 - 148 132 - - - - - - - Nbv Cap-2 Nhneuver - - - - 290 - U 0) Stage Stage 1 587 O. Stage - - - - - - - Stage 2 - - - - 669 - O d Iffoach EB WB NB SB Approach EB WB SB p MdControl alay,s 26.8 27 0.3 1 HCMControl Delay,s 0 0 0 FlCMLOS D D FlCMLOS A NLnor Lane/Nhjor Nknnt ML NUT NUREBLn1WBLn1 SBL SBT SBR NLnor Lane/Nhjor Nknnt EBL EBT WBT WBRSBInI Capacity(veh/h) 403 192 196 388 Capacity(veh/h) 1032 LICMIane V/C Ratio 0.051 0.142 0.166 0.165 HCMIane V/C Ratio - - FICMControlDelay(s) 14.4 26.8 27 16.1 FICMControlDelay(s) 0 0 F"Lane LOS B - - D D C - - F"Lane LOS A - - - A FICM95th%tile Q(veh) 0.2 0.5 0.6 0.6 FICM95th%tile Q(veh) 0 07/18/2023 Synchro 11 Report 07/18/2023 Synchro l I Report Kunley--Flom Page 1 Kunley-Horn Page 2 Teasley Commercial TIA 2023-Existing-PM Teasley Commercial TIA 2023-Existing-PM Lanes,Volumes,Timings 1:Teasley&Wand River&Lillianlvfller Lanes,Volumes,Timings 1:Teasley&Wind River&Irui nN&r EBL. EBT EBR V BM V SBL Lane Group Mll Iane Configurations '['''Ft '�''(it '�'Q lanetonfigurations +I, Traffic Volume(vph) Traffic Volume(vph) 508 199 1 - Future Volume(Wh) Future Volume(Wh) 508 199 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 1 Storage Length(ft) 100 0 50 0 275 0 135 Storage Length Ift) 0 Storage Lanes 1 0 1 0 1 1 1 Storage Lanes 0 1 - Taper Length(ft) 25 25 25 25 Taper Length(ft) Lane Uhl.Factor 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 �5 1.00 Lane Uhl.Factor 1 - Frt 0.895 0.945 0.850 Frt 0.958 Flt Protected 0.950 0.950 0.950 0.950 Flt Protected i 1 - Satd.Flow(prot) 1583 0 1770 Satd.How(prot) 3391 0 Flt Pemvtted 0.477 i 0.238 0.17 0.320 Fk Permitted 1 - Flow(perm) 596 Satd.Flow(perm) 3391 0 Right Turn on Red Right 7hm on Red 1 Sort Flow(RTOR) 449 111 182 Sort Flow(MR) 63 E M Link Speed(mph) 40 30 Link Speed(mph) 35 1 - d o Unk Distance(ft) 869 668 1252 Link Distance(ft) 458 H N Travel Torre(s) 14.8 15.2 19.0 Travel Tmre(s) 8.9 1 - d o Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Peak flour Factor 0.91 0.91 _ C Adj.Flow(vph) Adj.Flow(vph) 558 219 Shared Lane Tragic(%) Shared Lane Traffic(%) 2,A) Lane Group Flow(%ph) 0 354 649 95 0 70 Lane Group Flow(vph) 777 0 yO Enter Blocked Intersection No Na No No No No No No No No No No Enter Blocked Intersection 11b No O Q O.Lane Alignment � Left Left Right Left Left Right Left Left Right R NA Left Lane Alignment Left Right CLNEdian Width(ft) 12 12 12 NEdian Width(ft) 12 CD QLmkoffsegfl) 0 0 0 Lmkoffsegfl) 0 V E Crosswalk Wrdth(ft) 16 16 16 Crosswalk Wrdth(ft) 16 CL O Two way Leff Turn Lane Two way Leff Turn Lane y D-IeadwayFactor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 D-IeadwayFactor 1.00 1.00 >y Tutor ng Speed(mph) 15 9 15 15 Turning Speed(mph) p Number of Detectors 1 1 2 1 2 1 2 1 1 1 Number of Detectors 2 Detector Template Left Thm leg Thou Right Ieft Left Detector Template Leading Detector(ft) 20 20 100 20 100 20 100 20 20 20 Leading Detector(11) 100 Trailing Detector(fl) �0 0 j1L 0 0 0 0 Trailing Detector(ft) 0 Detector I Position($) 0 0 0 0 0 0 0 0 0 0 Detector I PosMn(ft) 0 Detector 1 Size(ft) 20 20 20 Detector 1 Size(ft) 6 Detector 1 Type CI+Ex CI+Ex CI+Ex GfEx CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Type CI+Ex Detector 1 Channel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 Detector 2Position(ft) 94 94 Detector 2Position(ft) 94 Detector2 Size(ft) 6 6 6 Detector2 Size(ft) 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Type CI+Ex Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) 0.0 Detector 2 Extend(s) 0.0 Tura Type custom D.P+P NA D.P+P NA D.P+P NA Peron custom D.P+P Tum Type NA Protected Phases 7 4 5 _1111W_ 1 Protected Phases 6 Permitted Phases 3 4 8 6 2 1 2 Permitted Phases 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report Kmrley--Horn Page 1 Kunley-I Ion Page 2 Teasley Commercial TIA 2023-Existing-PM Teasley Commercial TIA 2023-Existing-PM Lanes,Volumes,Timings 1:Teasley&wmdRher&LilianNliller Lanes,Volumes,Timings 1:Teasley&wmdRiver&Lilliu,Muer ` F s` t l4 SphtsandPhases: 1:Teasley&Wmd River&IiianN&r F EBT EBR WBL WBT WBR ML NUT NBR SBU SBL ©i 02 03 C4 Detector Phase 31 3 8 7 4 5 2 2 1 1 4 Switch Phase \�JS 06 ©7 ��d Morava.Initial(s) 4.0 5.0 4.0 5.0 4.0 15.0 15.0 4.0 4.0 Mnimum Split(s) 10.0 10.0 11.0 10.0 11.0 10.0 21.0 21.0 10.0 10.0 Total Split(s) 20.0 20.0 20.0 20.0 20.0 20.0 30.0 30.0 20.0 20.0 Total Split(%) 22.2% 22.2% 22.2% 22.2% 22.2% 22.2% 33.3% 33.3% 22.2% 22.2% Makin urn Omen(s) 14.0 14.0 14.0 14.0 14.0 14.0 24.0 24.0 14.0 14.0 Yellow Time(a) 3.5 3.5 4.0 3.5 4.0 3.5 4.5 4.5 3.5 3.5 All-Red Time(s) 2.5 2.5 2.0 2.5 2.0 2.5 1.5 1.5 2.5 2.5 Lost Thoe Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total LostTane(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag lead Lag Lead Lag Lag Lead lead T-d-LagOptrtmze? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes verucle Extension(a) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mile None None Mn None Mn None Mn Mn None None Walk Time(s) 6.0 6.0 6.0 6.0 N Flash Dont Walk(s) 25.0 25.0 21.0 21.0 41 N Pedestrian Calls(#/Iv) 0 0 0 0 ~ Act Eflct Green(s) 22.6 16.8 24.1 10.6 35.9 31.4 31.4 37.4 V A, g/C Ratio 0.27 0.20 0.29 0.13 0.43 0.38 0.38 0.45 10 v/c Ratio 0.59 0.64 0.36 0.62 0.92 0.48 0.13 0.19 C N� Control Delay 27.5 13.3 23.2 28.2 52.7 23.1 0.4 13.1 N 'y > Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o to 0 Total Delay 27.5 13.3 23.2 28.2 52.7 23.1 0.4 13.1 O a G LOS � C B C C D C A B w C Q Approach Delay 16.9 27.0 30.7 U Approach LOS B C C Q. Queue Length 50th(fl) 86 48 36 57 137 143 0 18 Queue Length 95th(fl) 142 110 69 101 #326 216 0 43 Internal Link Dist(it) 789 588 1172 aN T-Bay Length(fl) 100 50 275 135 Base Capacity(vph) 416 1010 373 663 386 1342 713 500 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap ReduLtn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.52 0.64 0.26 0.49 0.92 0.48 0.13 0.14 Intersection S Area Type: Other Cycle Length:90 Actuated Cycle Length:82.8 Natural Cycle:60 qW Control Type:Actuated-Uncoordinated lvhxn=v/c Ratio:0.92 Intersection Signal Delay.27.3 Intersection LOS:C Intersection Capacity Uilization 81.2% ICU Level of Service D Analysis Period(min)15 # 951hpereennle volume exceeds capacity,queue maybe longer. Queue shown is maxunvn after two cycles. 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report Kmiley--Horn Page 3 Kunley-I lain Page 4 Teasley Commercial TIA 2023-Existing-PM Teasley Commercial TIA 2023-Existing-PM Lanes,Volumes,Timings 1:Teasley&WmdRiver&LillianNfller Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtmSch.) EBT EBR WBL�WBR -� Detector Phase 6 Lane Configurations + I ft 1 '{'0 Switch Phase Traffic Volume(vph) 768 0 �� 2 Mmmurn Initial(s) 15.0 Future Volume(Wh) 768 0 1 2 Mnimum Split(s) 21.0 Ideal Flow(vphpl) Total Split(s) 30.0 Storage Length(ff) 240 too 0 0 350 0 500 Total Split(%) 33.3% Storage Lanes 1 0 1 0 1 Nhxunutn Green(s) 24.0 Taper Length(ff) 25 25 25 25 Yellow Time(s) 4.5 Lane Uhl.Factor 1.00 1. 1.00 0.91 1.00 0.91 0.91 0.91 1.00 All-Red Time(s) 1.5 Fit 0.850 Lost Thre Adjust(s) 0.0 Fk Protected 0.950 0.950 - 0.950 Total Lost Tirne(s) 6.0 Said.Flow(prot) 0 0 1770 Lead/Lag Lag FltPemvtted 0.211 0.322 Lead-LagOpturaze? Yes Said.Flow(perm) 0 0 600 ---icle Extension(s) 3.0 Right Turn on Red Recall Node Mtrt Said.Flow(RTOR) 483 Walk Time(s) 6.0 Link Speed(mph) 35 M FlashDontWalk(s) 21.0 Link Distance(11) 786 516 634 t0 N Pedestrian Calls(#Au) 0 'Travel TUtte(s) 15.3 10.1 9.6 Act Effct Green(s) 21.8 Peak t lour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 o Actuated g/C Ratio 0.26 Adj.Flow(vph) 800 0 1 2 V :�: We Ratio 0.83 Shared Lane Traffic(%) w M Control Delay 35.6 Lane Group Flow(vph) 800 0 0 3 C y y Queue Delay 0.0 Enter Blocked hrtersection Alo ND No Na No No No Alo Nb Nb No No N 7 > Total Delay 35.6 Lane Alignment Left Left Right Left Left Right RNA Left Left Right RNA Left Q G LDS D NEdian Width(ff) 12 12 12 p.Approach Delay 33.7 LmkOffsegfl) 0 � 0 =`d Q Approach IDS C Crosswalk Width(ff) 16 16 16 O E Queue Length 50th(ff) 188 Tuo way Leff Turn Lane G Queue Length 95th($) #277 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 (Internal Link Dist(ft) 378 Taming Speed(mph) 15 9 15� 9 15 9 9 15 > Turn Bay Length O Number ofi tectors 1 2 1 1 2 1 1 2 1 1 G Base Capacity(vph) 1036 Detector Template Deft Thin Right Leff Th> Left Leff Thtu Lift Deft Starvation Cap Reductn 0 Leading Detector(11) 20 100 20 20 100 20 20 100 20 20 Spillback Cap Reductn 0 Trarling Detector(ft) 0 0 0 0 0 0 0 0 M 0 Storage Cap Reductn 0 Detector I Posiron(ft) 0 0 0 0 0 0 0 0 0 0 Reduced Vc Ratio 0.75 Detector 1 Size(ft) 20 6� 6 ddMMMM_ 6 MM 20 Detector 1 Type CI+Ex CI+Ex CI+Ex C1+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Intersection Summary Detector 1 Chamel = Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2Position(ff) 94 94 - Letector2 Size(ft) 6 6 6 Detector 2 Type C1+Fx CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 Tian Type D.P+P Perm D.P+P NA D.P+P D.P+P NA D.P+P D.P+P Protected Phases 3 8 5 5 2 1 1 Permitted Phases 8 4 4 6 6 2 2 07/18/2023 Synchro 11 Report 07/18/2023 Synchm 11 Report Kunley-Horn Page 5 IGmley-I-Iom Page 6 Teasley Commercial TIA 2023-Existing-PM Teasley Commercial TIA 2023-Existing-PM Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtmSch.) Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtmSch.) 1 ►� --* -. --* 4- ~ t .4\ t P " 1* Lane Group Lane Group = EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL LaneVonfigurations Q'0 Detector Phase 7 4 4 3 8 5 5 2 1 1 Traffic Volume(vph) 767 158 Switch Phase Future Volume(Wh) 767 158 Mnintan Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 15.0 5.0 5.0 Ideal Flow(vphpl) 1900 1900 Mnimum Split(s) 12.0 11.0 11.0 12.0 12.0 12.0 12.0 21.0 12.0 12.0 Storage Length(ft) 0 Total Split(s) 20.0 30.0 30.0 20.0 30.0 20.0 20.0 40.0 20.0 20.0 Storage Lanes 0 Total Split(/) 18.2% 27.3% 27.3% 18.21% 27.3% 18.2% 18.2% 36.4% 18.2% 18.2% Taper Length(ft) Nhxh=Green(s) 13.0 24.0 24.0 13.0 23.0 13.0 13.0 34.0 13.0 13.0 Lane Uhl.Factor 1 0.91 Yellow Time(s) 3.5 4.0 4.0 3.5 3.5 3.5 3.5 4.5 3.5 3.5 Fit 0.974 AIi-Red Time(s) 3.5 2.0 2.0 3.5 3.5 3.5 3.5 1.5 3.5 3.5 Fk Protected Lost Tare Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Said.Flow(prot) 4953 0 Total Lost Tune(a) 7.0 6.0 6.0 7.0 7.0 7.0 6.0 7.0 Fh Pemnitted Lead/Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead Lead Said.Flow(perm) 4953 0 lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Right Turn on Red Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Said.Flow(RTOR) 42 Recall Mile None None None None None None None Mn Alone None peed(mph) 45 Walk Time(s) 5.0 5.0 5.0 5.0 Link Distance(ft) 669 FlashDont Walk(s) 27.0 27.0 27.0- 24.0 Travel Time(s) 10.1 Pedestrian Calls(#Au) 0 0 0 0 E i Peak Hour Factor 0.96 0.96 Act Effct Green(s) 12.1 14.2 _L� 32.3 38.6 38.4 d oAdj.Flow(vph) 799 165 Actuated g/C Ratio 0.18 0.21 0.09 0.48 0.58 0.57 H N Shared Lane Traffic(%) We Ratio 0.53 0.34 0.01 0.81 0.27 0.01 N 51ane Group Flow(vph)jM 964 0 Control Delay 30.7 1.3 34.0 31.2 9.2 7.7 C Enter Blocked Intersection No No Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 .0+ +R -plane Alignment Left Right Total Delay 30.7 1.3 34.0 31.2 9.2 7.7 y W>NEdan Width(ft) 12 IDS � C A C C A A 0 N 0lmkOSset(f1) = 0 Approach Delay 13.4 34.0 16.3 Q QCmsswulk Wdth(ft) 16 Approach LOS B C B C Q o way Leff Thin Lane Queue Length 50th(11) 61 0 0 82 45 1 4) Headway Factor 1.00 1.00 Queue Length 95th(fl) 127 0 6 #310 142 5 U E Turning Speed(mph) Intemal Link Dist(ft) 706 436 554 p Number of Detectors 2 Turn Bay Length(ft) 240 100 350 500 E Detector Template Base Capacity(vph) 376 893 654 463 2926 586 N Leading Detector(ft) 100 Starvation Cap Reductn 0 0 0 0 0 0 p Trailing Detector(ft) 0 Spillhack Cap Reducn 0 0 0 0 0 0 Detector I Posaion(ft) 0 Storage Cap Reductn 0 0 0 0 0 0 Detector 1 Size(ft) 6 Reduced Vc Ratio 0.45 0.27 0.00 0.81 0.27 0.01 Detector 1 Type CI+Ex Detector 1 Channel Detector I Extend(s) 0.0 Area Type: Other Detector 1 Queue(s) 0.0 Cycle Length:110 Detector 1 Delay(s) 0.0 Actuated Cycle Length:67 Detector 2 Positbn(ff) 94 Natural Cycle:60 Detector2 Size(ft) 6 Control Type:Actuated-Uncoordinated Detector 2 Type CI+Ex Nhxirnnn v/c Ratio:0.81 Detector 2 Channel Intersection Signal Delay 17.9 Intersection IDS:B Detector 2 Extend(s) 0.0 Intersection Capacity Uilization 69.0% ICU Level ofServiceC Turn Type NA Analysis Period(min)15 Protected Phases 6 # 951hpereentile volume exceeds capacity,queue maybe longer. Permitted Phases Queue shown is maxi unt after two cycles. 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report Kmilay--Horn Page 7 Kniley--loin Page 8 Teasley Commercial TIA 2023-Existing-PM Teasley Commercial TIA 2023-Existing-PM Lanes,Volumes,Timings 5:Teasley&Ryan/wneeler(EtmSch.) Lanes,Volumes,Timings 5:Teasley&Ryan/wneeler(EtmSch.) Splits and Phases: 5:Teasley&RyanfWheeler(Ehn Sch.) 1 �/ 1401 1 02 •/03 4 $ Lane Gaup = Sur SBR I ■ Detector Phase 6 4105 + 05 J 07 �08 Switch Phase Muhnaunlnitial(s) 15.0 Mnimum Split(s) 21.0 Total Split(s) 40.0 Total Split('/o) 36.4% Ivhxh=Green(s) 34.0 Yellow Time(s) 4.5 All-Red Time(s) 1.5 Lost Tane Adjust(s) 0.0 Total Lost Time(a) 6.0 Lead/Lag Lag Lead-Lag Optanize? Yes Vehicle Extension(s) 3.0 Recall Mile Mn Walk Tune(s) 5.0 Flash Dont Walk(s) 24.0 RPedestrian Calls(#Au) 0 N o Act Effct Green(s) 20.0 Actuated g/C Ratio 0.30 00 V We Ratio 0.64 - G _ Control Delay 21.9 W Y Queue Delay 0.0 - d y > Total Delay 21.9 c W 0 LOS C CL O Q G Approach Delay 21.8 w d Q Approach LOS C U Q Queue Length 50th(fl) 113 M Queue Length 95th(fl) 195 _O hitemal Link Dist(fl) 589 d Turn Bay Length(fl) Q Base Capacity(vph) 2593 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced We Ratio 0.37 Intersection Summary 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report Kunley--Horn Page 9 Kunley-Horn Page 10 Teasley Commercial TIA 2023-Existing-PM Teasley Commercial TIA 2023-Existing-PM Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson WBR NBU NBL NBT NBR Lane Configurations 'Ft 'Ft ) ++I* I lanetonfigurations W, Traffic Volume(vph) 14 728 34 19 276 Traffic Volume(vph) 770 14 Future Volume(Wh) 14 728 34 19 276 Future Volume(Wh) 770 14 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 Storage Length(ft) 0 0 0 0 350 0 350 Storage Length(ft) 0 Storage Lanes 1A� 0 1 0 1 0 1 Storage Lanes 0 Taper Length(1l) 25 25 25 25 Taper Length(ft) Lane Uhl.Factor 1.o0jjw 1.00 1.00 I� 0.91 1.o0 0.91 0.91 0.91 1.00 Lane Uhl.Factor Err 0.979 0.860 0.993 Err 0.997 Fk Protected 0.950- 0.950 0.950 0.950 Fk Protected Satd.Flow(prot) 0 0 1770 Satd.How(prot) 5070 0 Fk Pemritted 0.3Q 0.74 M311� 0.282 Fk Permitted Satd.Flow(petm) Sad.Flow(petm) 5070 0 Right T.on Red Yes Right Turn on Red Satd.Flow(RTOR) 2 366 7 Satd.Flow(RTOR) 2 ' Speed(mph) �30 30 Link Speed(mph) 45 Link Distance(ft) 429 558 1550 Link Distance(ft) 564 T1aveITime(s) 9.8 12.7 23W Travel Time(s) 8.5 E M Peak llourFactor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Peak l aurFactor 0.94 0.94 m N Adj.Flow(vph) 15 774 36 20 294 Adj.Flow(%ph) 819 15 N Shared Lane Tragic(%) Shared Lane Traffic(%) o Lane Group Flow(vph)M 810 0 0 314 Lane Group Flow(vph) 834 0 - C = �:: Enter Blocked Intersection No Nb No No Nb No No No Nb Nb No Nb Enter Blocked Intersection No No 0 r a Lane Alignment Left Left Right Left Left Right RNA Left Left Right RNA Left Lane Alignment Left Right C y y Nbdian Width(ft) 12 12 12 Nbdian Width(ft) 12 .� C LinkOffset(fl) 0 0 LmkOfsegfl) 0 7 O Q G Crosswalk Wrdth(ft) 16 16 16 Crosswalk Wrdth(ft) 16 r cLTwo way Leff Turn Lane TuowayLeft Turn Lane r Q L-kadwayFactor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fi2adwayFactor 1.00 1.00 U E Turning Speed(mph) 15� 9 15 15 Turning Speed(mph) 0- Number of Detectors 1 2 1 2 1 1 2 1 1 Number of Detectors 2 C Detector Template Left Left Left Thu Left Detector Template > Leadlogatector(ft) 20 100 20 100 20 20 100 20 20 Leading Detector(11) 100 Trailing Detector(fl) MOME...0 0 0 0 0 0 JW 0 Trailing Detector(ft) 0 Detector I Position($) 0 0 0 0 0 0 0 0 0 Detector I Position(ft) 0 Detector 1 Size(ft) jjjjjjM 20 6 20 20 6 i 20 Detector 1 Sizelft) 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CN-Ex CI+Ex CI+Ex CI+Ex CI+Ex CN-Ex Detector 1 Type CI+Ex Detector 1 Channel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 0. 0.0 Detector 1 Queue(s) 0.0 Detector IDelay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector IDelay(s) 0.0 Detector 2 Position(ft) 94 Detector 2 Position(ft) 94 Detector2 Size(ft) 6 6 6 Detector2 Size(ft) 6 Detector 2 Type Fx Detector 2 Type CI+Ex Detector 2 Channel Detector 2 Cbannel Detector 2 Extend(s) 0.0 Detector 2 Extend(s) 0.0 Turn Type D.P+P NA D.P+P NA D.P+P D.P+P NA D.P+P D.P+P Tum Type NA Protected Phases 8 5 5 1 Protected Phases 6 Permitted Phases 8 4 6 6 2 2 Permitted Phases 07/18/2023 Synchm 11 Report 07/18/2023 Synchro 11 Report IGnley-Horn Page 11 IGmley-Ilom Page 12 Teasley Commercial TIA 2023-Existing-PM Teasley Commercial TIA 2023-Existing-PM Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson ` 4- t ,* l! 1* Splits and Phases: 6:Teasley&Robinson EBT EBR mL wBT WBR NB NBT NBR SBU sBL 401 102 ♦ 03 �L�-i 30 s LetecforPhase 7 4 3 8 5 5 2 1 1 Switch Phase I'1©5 + 05 T Mni urn Initial(s) 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 8.0 Minimum Split(s) 13.5 23.5 13.5 23.5 13.5 13.5 23.5 13.5 13.5 Total Split(s) 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 20.0 Total Split(%) 19.0% 28.6% 19.0% 28.6% 19.0% 19.0% 33.3% 19.0% 19.0% Maximum Green(s) 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 14.5 Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Lost Trtne Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.5 5.5 5.5 5.5 5.5 5.5 5.5 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead lead Lead-Lag Optmnize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Node None None None None None None Mn None None Act Effct Green(s) 11.3 9.6 11.3 10.2 35.1 17.6 30.1 Actuated g/C Ratio 0.19 0.16 0.19 0.17 0.59 0.30 0.51 We Ratio 0.05 0.05 0.23 0.68 0.04 0.54 0.60 Control Delay 19.3 24.1 21.4 11.0 7.5 20.0 13.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 19.3 24.1 21.4 11.0 7.5 20.0 13.8 LOS B C C B A B B Approach Delay 21.8 12.6 19.7 Approach LOS C B B ae Length 50th(fl) 3 3 20 7 2 73 35 Queue Length 95th(fl) 17 22 56 93 16 179 #170 Internal Link Dist(fl) 349 478 1470 E r n Turn Bay Length(ft) 350 350 R N Base Capacity(vph) 482 790 505 901 654 2634 609 H N Starvation Cap Reductn 0 0 0 0 0 0 0 G1 o Spillback Cap Reductn 0 0 0 0 0 0 0 C r Storage Cap Reductn 0 0 0 0 0 0 0 .2 m Reduced We Ratio 0.03 0.02 0.14 0.44 0.03 0.31 0.52 4) ' >Intersection Summary to OL Area Type: Other QG Cycle Length:105 >1 N Q Actuated Cycle Length:59.4 V Natural Cycle:80 C. Control Type:Actm ted-Uncoordinated G Mhximum v/c Ratio:0.68 > Intersection Signal Delay.14.2 Intersection LOS:B GIntersection Capacity Uilization67.4% ICU level ofServiceC Analysis Period(min)15 # 95th percentile volume exceeds capacity,queue maybe longer. Queue shown is maximmn after two cycles. 07/18/2023 Synchra 11 Report 07/18/2023 Synchm 11 Report Kimley--Hom Page 13 Kimley--Hom Page 14 Teasley Commercial TIA 2023-Existing-PM Teasley Commercial TIA 2023-Existing-PM Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings z Teasley&wheeler Ridge 1 --* -- --* ~ t f, .4\ t P " �► -' ML EBT MR wBL WBT VM MU ML NUT MR Detector Phase 6 Lane Configurations I to I. ) Wo 4 Switch Phase Traffic Volume(vph) MMMM.!; 45 1 71 Mmmurnlnitial(s) 15.0 Future Volume(Wh) 707 45 1 71 Minimum Split(s) 23.5 Ideal Flow(vphpl) 1900 Total Split(s) 35.0 Storage Length(ff) 0 0 0 0 275 0 275 Total Split(%) 33.3% Storage Lanes 1 0 1 0 1 0 1 Wannun Green(s) 29.5 Taper Length(ft) 25 25 25 25 Yellow Time(s) 3.0 Lane Uhl.Factor 1.00 �.00 1.00 1 1.00 0.91 0.91 0.91 1.00 All-Red Time(s) 2.5 Frt 0.865 0.868 0.991 Lost Tune Adjust(s) 0.0 Flit Protected 0.950= 0.95� 0.950 0.950 Total Lost Time(s) 5.5 Satd.Flow(prot) 0 0 1770 Lead/Lag Lag Fh Permitted 0.330 0.343 Lead-Lag Optimize? Yes Said.Flow(perm) 0 0 639 Vehicle Extension(s) 3.0 Right Turn on Red Recall Mack Mn Satd.Flow(RTOR) 35 44 9 Act Effct Green(s) 34.0 Link Speed(mph) 30 �0 Actuated g/C Ratio 0.57 Link Distance($) 213 322 4573 We Ratio 0.29 Travel Tune(s) 4.8 7.3 69.3 qW Control Delay 9.5 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Queue Delay 0.0 Adj.Flow(%ph) 729 46 1 73 Total Delay 9.5 Shared lane Traffic(%) LOS A Lane Group Flow(vph) 775 0 0 74 Approach Delay 10.6 Enter Blockedlntersection No Nb No No No No No No Nb No No No Approach LOS B Lane Alignment Left Left Right Left Left Right RNA Left Leff Right RNA Left Queue Length 501h(fl) 32 NEdian width(ff) 12 12 12 Queue Length 95th(11) 165 LmkOf segfl) 0 0 Internal Link Dist(ft) 484 Crosswalk Wrdth(ff) 16 16 16 Thin Bay Length(1l) T o way Leff Thin Lane Base Capacity(vph) 2904 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Starvation Cap Reductn 0 T armag Speed(mph) 15 1 9 15� 9 15 9 9 15 Spillback Cap Reductn 0 Number of Detectors 1 2 1 2 1 1 2 1 1 ;e Cap Reductn 0 Detector Template Left Thrtt Le$ TL Leff Leff Thm left Leff Reduced We Ratio 0.29 Leading Detector(11) 20 100 20 100 20 20 100 20 20 M�Sumnary Trailing Detector(ft) 0 0 0 0 0 0 �D 0 Detector I Position($) 0 0 0 0 0 0 0 0 0 R N Detector 1 Size(ft) 20 6 20 6 JWMMMM6. 6 MM 20 Detector 1 Type CI+Ex CI+Ex C1+Ex CI+Ex CI+Ex CI+Ex C1+Ex CI+Ex C I-Fx N o Detector 1 Channel O r Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ,0, w 6 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �i 0.0 to G7 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 p0 rn p Detector 2 Position(ft) 94 94 94 - y ` O Q a Ietector2 Size($) 6 6 6 M Detector 2 Type CREK CI+Ex .= y Q Detector 2 Channel L) E Detector 2 Extend(s) 0.0 0.0 O' Turn Type D.P+P NA D.P+P NA D.P+P D.P+P NA D.P+P D.P+P O z Protected Phases 7 3 8 5 5 2 1 1 N Permitted Phases 8 4 6 6 2 2 G 07/18/2023 Synchro 11 Report 07/18Y2023 Synchm 11 Report Kmley-Horn Page 15 Kunley-DDom Page 16 Teasley Commercial TIA 2023-Existing-PM Teasley Commercial TIA 2023-Existing-PM Lanes,Volumes,Timings Z Teasley&Wheeler Ridge Lanes,Volumes,Timings Z Teasley&Wheeler Ridge 1 r --I -- --* 4- ~ t 4\ t P " v SBF SBR Lane Group = EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL LanA[bnfigurations +"['T* Detector Phase 7 4 3 8 5 5 2 1 1 Traffic Volume(vph) 740 39 Switch Phase Future Volume(Wh) 740 39 Mmmurn Initial(s) 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 8.0 Ideal Flow(vphpl) 1900 1900 Mnimum Split(s) 13.5 13.5 13.5 13.5 13.5 13.5 20.5 13.5 13.5 Storage Length(f) 0 Total Split(s) 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 20.0 Storage Lanes 0 Total Split(/) 19.0% 28.6% 19.0% 28.6% 19.0% 19.0% 33.3% 19.0% 19.0% Taper Length(ft) Nhxh=Green(s) 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 14.5 Lane Uhl.Factor �.91 Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Fit 0.993 AIi-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Fk Protected Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Said.Flow(prot) 5050 0 Total Lost Time(s) 5.5 5.5 5.5 5.5 5.5 5.5 5.5 FltPemvtted T Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead Said.Flow(perm) 5050 0 Lead-Lag Optmrize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Right Turn on Red Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Said.Flow(RTOR) 8 RecallMxle None None Alone None None None Mn Alone None Link Speed(mph) 45 Walk Time(s) 5.0 5.0 5.0 -'':Distance(11) 1550 FlashDontWalk(s) 26.0 26.0 19.0 Travel Time(s) 23.5 Pedestrian Calls(#Au) 0 0 0 Peak Hour Factor 0.97 0.97 Act Effct Green(s) 11.8 9.7 11.8 9.7 27.7 27.2 27.7 E Adj.Flow(vph) 763 40 Actuated g/C Ratio 0.26 0.22 0.26 0.22 0.62 0.61 0.62 id cv Shared Lane Traffic(%) v/c Ratio 0.05 0.10 0.06 0.13 0.09 0.25 0.12 H o Lane Group Flow(vph)_M 803 0 Control Delay 15.0 12.3 14.9 11.8 7.1 11.6 7.1 N o Enter Blocked Intersection No No Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 V Lane Alignment Left Right Total Delay 15.0 12.3 14.9 11.8 7.1 11.6 7.1 O NEdian Width(lt) 12 LOS B B B B A B A C y y Lnkoffset(ft) 0 Approach Delay 13.4 12.9 11.3 0 N .y Crosswalk Width(ff) 16 Approach LOS B B an B Q Q Tao way Left Tram Lane Queue Length 50fh(fl) 4 1 4 1 0 30 0 f. IS Headway Factor 1.00 1.00 Queue Length 95th($) 22 26 27 126 32 w Q T unmg Speed(mph) Internal Link Dist(R) 133 242 4493 O E Number of Detectors 2 Thin Bay Length(ti) 275 275 C Detector Template Base Capacity(vph) 773 1021 773 1028 874 3764 880 4) Leading Detector(ft) 100 Starvation Cap Reductn 0 0 0 > Trailing Detector(fl) 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Detector I Posinon(ft) 0 Storage Cap Reductn 0 0 0 0 Detector 1 Size(ft) 6 Reduced We Ratio 0.03 0.04 0.04 0.05 0.07 0.21 0.08 Detector 1 Type CI+Ex Intersection Summary Detector 1 Channel Detector I Extend(s) 0.0 Area Type: Other Detector I Queue(s) 0.0 Cycle Length:105 Detector 1 Delay(s) 0.0 Actuated Cycle Length:44.6 Detector 2 Position(ft) 94 Natural Cyolo:65 Detector2 Size(ft) 6 Control Type:Actuated-Uncoordinated Detector 2 Type CI+Ex Nhxumum v/c Ratio:0.26 Detector 2 Channel Intersection Signal Delay.11.4 Intersection IDS:B Detector 2 Extend(s) 0.0 Intersection Capacity Uilization 43.8% ICU Level ofServiceA Turn Type NA Analysis Period(man)15 Protected Phases 6 Permitted Phases 07/18/2023 Synchm I Report 07/18/2023 Synchm 11 Report Kunley-Horn Page 17 Knoley--Horn Page 18 Teasley Commercial TIA 2023-Existing-PM Teasley Commercial TIA 2023-Existing-PM Lanes,Volumes,Timings z Teasley&Wheeler Ridge Lanes,Volumes,Timings z Teasley&Wheeler Ridge Splits and Phases: 7:Teasley&Wheeler Ridge 1 �/ 1401 1 t I G' Lane Gaup = SBT SBR I Detector Phase 6 — *05 + G5 '�T �0-08 Switch Phase It MnaiwmLvtial(s) 15.0 Mnimum Split(s) 20.5 Total Split(s) 35.0 Total Split('/o) 33.3 Ivhxummt Green(s) 29.5 Yellow Time(s) 3.0 All-Red Time(s) 2.5 Lost Trtne Adjust(s) 0.0 Total Lost Time(s) 5.5 Lead/Lag Lag Lead-Lag Optrtnize? Yes — Vehicle Extension(s) 3.0 Recall Ivbde Mn — Walk Time(s) 5.0 Flash Dont Walk(s) 19.0 — RPedestrian Calls(#/hr) 0 N o Act Effct Green(s) 27.3 Actuated g/C Ratio 0.61 00 V We Ratio 0.26 — G _ Control Delay 11.6 W Y Queue Delay 0.0 — d y > Total Delay 11.6 G N O LOS B O Q CL G Approach Delay 11.2 w d Q Approach LOS B U Q Queue Length 50th(fl) 31 M Queue Length 95ti(11) 131 _O Internal Link Dist(fl) 1470 d 11un Bay Length(fl) Q Base Capacity(vph) 3771 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced We Ratio 0.21 Intersection Summary, 07/18/2023 Synchm 11 Report 07/18/2023 Synchm 11 Report Kunley--Horn Page 19 Ktmley--Horn Page 20 Teasley Commercial TIA 2023-Existing-PM Teasley Commercial TIA 2023-Existing-PM HCM 6th TW SC 3:Teasley&Hunters CreekRd/Heights Blvd HCM 6th TW SC 8:Ryan&South Ikive Intersection * Intersection IV Int Delay,s/veh 1.4 hit alay,s/veh 0 Ivbvement EBL EBT EBR ML WBT WBR NBL NBT NM SBL SBT SBR Ivbvement EBL EBT WBT WBR Lane Configurations 4� r'k )W. )W. Lane Configurations Q T+ Traffic Vol,veh/h 41 59 880 16 Traffic Vol,veh/h 0 395 515 0 0 Future Vol,veh/h 41 59 880 16 Future Vol,veh/h 0 395 515 0 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Conflicting Peds,#/hr 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Sign Control Free Free Free Free Stop Stop RTChannelized Nate None - None - None RTChannelized None None Storage Length 275 275 Storage Length - 0 Veh in Adian Storage,# - 1 1 0 - 0 Veh in Adian Storage,# - 0 0 Grade,% - 0 - - 0 - - 0 - - 0 - Grade,% - 0 0 - 0 Peak Hour Factor 92 92 92 92 92 Peak Hour Factor 96 96 96 96 9 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 MvmtFlow 45 64 957 17 MvmtFlow 0 411 536 0 0 0 Nhjor/Mnor Mnor2 Mnorl Nhjorl Nhjor/Mnor Nhiorl Nf3 Conflicting Flow All 0 0 Conflicting Flow All 536 0 - 0 947 536 R N Stage 1027 - - - - - - - Stage 1 - - 536 - ' d N Stage - - - Stage 2 - 411 - ~ 0 Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.34 5.34 Critical Hdwy 4.12 6.42 6.22 - V o Critical Hdwy Stg 1 7.34 5.54 - 7.34 5.54 - - - Critical Hdwy Stg I - 5.42 - O C Critical Ildwy Stg 2 6.74 5.54 - 6.74 5.54 - - - Critical W"Stg 2 - 5.42 - NFollow-up 1-Idwy 3.82 4.02 3.92 3.82 4.02 3.92 3.12 - - 3.12 - - Follow�up 1-Idwy 2.218 - - - 3.518 3.318 'y >Pot Cap-1 Maneuver 439 403 388 Pot Cap-1 Nhneuver 1032 290 545 to Stage - - - Stage 1 - 587 - O Q G Stage - - - - - - - Stage 2 - - - - 669 - .T Q Platoon blocked,% Platoon blocked, U E Ivbv Cap-1 Mrneuver 439 403 388 Lvbv Cap-1 Mrneuver 1032 290 545 Q Nbv Cap-2 Nhneuver 139 123 - 148 132 - - - - - - - Nbv Cap-2 Nhneuver - - - - 290 - _O Stage Stage 1 587 a1 Stage Stage 2 669 d Approach EB WB NB SB Approach EB WB SB FICM Control Delay,s 26.8 27 0.3 1 HCMControl Delay,s 0 0 0 FlCMLOS D D FlCMLOS A MnOr Lane/Nhjor Nfart ML NUT MREBLn1WBLn1 SBL SBL SBR MnOr Lane/Nhjor M7nt EBL EBT WBT WBRSBInI Capacity(veh/h) 403 192 196 388 Capacity(veh/h) 1032 I ICMIane V/C Ratio 0.051 0.142 0.166 0.165 HCMIane V/C Ratio - - HCvLControIDelay(s) 14.4 26.8 27 16.1 HCMControIDelay(s) 0 0 F"Lane LOS B - - D D C - - F"Lane LOS A - - - A FICM95th%tile Q(veh) 0.2 0.5 0.6 0.6 FICM95th%tile Q(veh) 0 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report Kunley--Flom Page 1 Kunley-Horn Page 2 Kimley))) Horn Appendix K: SynchroTm Output - 2024 Background Traffic E M m N N O � N W C = O l6 W ) 0.G y O G Q G. .+ C. y C Q cU E Q O m d • • 13455 NoelRoad,Two Galleria Office Tower, 11 Dallas,TX75240 • 1 11 821 N Mayhill Road TIA July 2023 Denton,Texas Teasley Commercial TIA 2024-Background-AM Teasley Commercial TIA 2024-Background-AM Lanes,Volumes,Timings 1:Teasley&WndRiver&Iruianlvfller Lanes,Volumes,Timings 1:Teasley&wmd River&LAianMiller EBL ' SBR Lane Gaup = EBT EBR WBL WBT WBR NBL NUT MR SBL _ Lane Configurations ) tt +I# Detector Phase 3 8 7 4 5 2 2 1 6 Traffic Volume(vph) 99 Switch Phase Future Volume(Wh) 99 Mmmunilnitial(s) 4.0 5.0 4.0 5.0 4.0 15.0 15.0 4.0 15.0 Ideal Flow(vphpl) Mnimum Split(s) 10.0 11.0 10.0 11.0 10.0 21.0 21.0 10.0 21.0 Storage Length(ft) 100 0 50 0 275 0 135 0 Total Split(s) 20.0 20.0 20.0 20.0 20.0 30.0 30.0 20.0 30.0 Storage Lanes 1 0 1 0 1 1 1 0 Total Split(%) 22.2% 22.2% 22.2% 22.2% 22.2% 33.3% 33.3% 22.2% 33.3% Taper Length(fl) 25 25 25 25 Nhxinnnm Green(s) 14.0 14.0 14.0 14.0 14.0 24.0 24.0 14.0 24.0 Lane Uhl.Factor 1.00NE'95 0.95 1.00 0.95 0.95 1.00 0.95 " 1.00 �.95 Yellow Time(a) 3.5 4.0 3.5 4.0 3.5 4.5 4.5 3.5 4.5 Fit 0.911 0.931 0.850 0.964 All-Red Time(s) 2.5 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 Fk Protected 0.950M 0.950 E 0.950 JW 0.950 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Satd.Flow(prot) Total Lost Tune(a) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 F1tPemitted 0.640� 0.427 jft 0.396 � 0.381 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Sort.Flow(perm) 3412 0 Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes -.tTurn on Red Yes Vehicle Extension(a) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Sort.Flow(RTOR) 254 81 182 47 Recall Mile None Mn None Mn None Mn Mn None Mn Link Speed(mph) 40 30 9W 45 35 Walk Time(s) 6.0 6.0 6.0 6.0 6.0 E m Link Distance(ff) 869 668 1252 458 FlashDont Walk(s) 25.0 25.0 21.0 21.0 21.0 m N 'Ravel Time(s) 14.8 15.2 19.0 8.9 Pedestrian Calls(#Air) 0 0 0 0 0 Peak Flour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Act Etta Green(s) 17.4 16.0 20.2 7.7 27.9 26.6 26.6 30.7 16.7 o Adj.Flow(vph) 118 Actuated g/C Ratio 0.25 0.23 0.29 0.11 0.40 0.38 0.38 0.44 0.24 Shared Lane Tragic(%) v/c Ratio 0.39 0.46 0.14 0.41 0.56 0.42 0.13 0.12 0.57 0 « a Lane Group Flow(%ph) _A 0 Control Delay 20.9 12.9 17.8 20.6 16.7 19.4 0.4 11.2 24.9 C N y Enter Blocked Intersection No Nb No No No No No No Nv Nb No No Queue Delay 0.0 0.0 0.0 0.0- 0.0 0.0 0.0 0.0 0.0 C .y C Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Total Delay 20.9 12.9 17.8 20.6 16.7 19.4 0.4 11.2 24.9 Q G NEdian Width0t) 12 12 12 12 LOS C B B B B A B C .. C.Infl OSset(ff) = 0 --.Mk0 Approach Delay 14.9 20.0 16.7 23.7 N Q Crosswalk Wrdth(ft) 16 16 16 16 Approach LOS B C B C C) E Ttvo way Left Thin Lane Queue Length 50th(ft) 43 34 12 19 60 102 0 10 85 C D-leadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Queue Length 95th($) 88 73 34 48 115 159 0 28 140 4) Turning Speed(mph) 15 15 -WEEMW 15 Internal Link Dist(it) 789 588 1172 378 > Number ofDetectors 1 2 1 2 1 2 1 1 2 Ttmn Bay Length(ti) 100 50 275 i 135 N Detector Template Leff ' Left Thin. Right Leff Thra Base Capacity(vph) 486 978 465 736 1223 G Leading Detector(ft) 20 100 20 100 20 100 20 20 100 Starvation Cap Reductn 0 0 0 0 0 r- 0 0 0 Trailing Detector(fl) 0 0 0 0� 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 Detector I Position(#) 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 Reduced We Ratio 0.30 0.44 0.09 0.24 0.48 0.41 0.13 0.09 0.40 Detector 1 Type CI+Ex CI+Ex C1+Ex CN-Ex CI+Ex CI+Ex CI+Ex O+Ex CI+Ex Intersection S Detector 1 Channel _ Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Area Type: Other Detector 1 Queue(s) 0.0 0.0 0.0 0.0 � 0.0 Cycle Lend'90 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Actuated Cycle Length:69.7 Detector 2 Position(ft) 94 94 Natural Cyele:60 Detector-2 Size(ft) 6 6 6 6 Control Type:Actuated-Uncoordinated Detector 2 Type C1+� �+ CI+Ex Nhxn=v/c Ratio:0.57 Detector 2 Channel Intersection Signal Delay 18.2 Intersection LOS:B Detector 2 Extend(s) 0. 0.0 0.0 Intersection Capacity Utilization58.6% ICU Level ofSetviceB Tura Type D.P+P NA D.P+P NA D.P+P NA Perm D.P+P NA Analysis Period(rime)15 Protected Phases 3 8 ' 4 5 2 Permitted Phases 4 8 6 2 2 07/18/2023 Synchm 11 Report 07/18/2023 Synchro 11 Report Kmley--Horn Page 1 Kinley-Horn Page 2 Teasley Commercial TIA 2024-Background-AM Teasley Commercial TIA 2024-Background-AM Lanes,Volumes,Timings 1:Teasley&WindRlvur&lflianMiller Lanes,Volumes,Timings 5:Teasley&Ryan/wneeler(EtmSch.) Splits and Phases: 1:Teasley&Wind River&LiOian N&r , ' ` F t 'n a� t -04 EBT EBR WBL WBT WBR N[312 SEL. s 20 s Lane Configurations 05 Traffic Volume(vph) 50 20 s Future Volume(vph) 50 Ideal Flow(vphpl) Storage Length(ft) 240 100 0 0 350 0 500 Storage Lanes 1 j 1AN� 0 1 0 1 Taper Length(ft) 25 25 25 25 Lane Uhl.Factor 1.00 1.� 1.00 1 1.00 0.91 0.91 0.91 1.00 Fit 0.850 0.909 0.945 Fk Protected 0.950 - 0.950- 0.950 0.950 Satd.How(prot) 0 0 1770 Flt Permitted 0.720 - 0.743- 0.395 i 0.231 Saul.Flow(pemn) 0 0 430 Right Turn on Red Sold.Flow(RTOR) 262 34 139 Link Speed(mph) 35 Ow W35 45 Link Distance(ft) 786 516 634 E M Travel Trne(s) 15.3 10.1 9.6 N o Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 N Adj.Flow(vph) 58 00 V Shared lane Traffic(%) G = Lane Group Flow(vph) 0 0 173 914 0 0 60 C y d Enter Blocked Intersection ADo Nb No No No No No 11b Nb No No No 41•y > Lane Alignment Left Left Right Left Left Right RNA Left Left Right RNA Left c fA Nbdian Width(It) 12 12 12 O Q G LmkOfsegfl) 0 0 w d Q Crosswalk Width(ft) 16 16 16 U Two way Leff Turn Lane i G I-IeadwayFactor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _O Turning Speed(mph) 15 9 15� 9 15 9 9 15 d Number of Detectors 1 2 1 1 2 1 1 2 1 1 Q Detector Template Left Thin Right Left Th> Leff Left Thru left Leff Leadingatector(ft) 20 100 20 20 100 20 20 100 20 20 Trailing Detector(ft) 0 0 1 0 0 0 0 0 0 �) 0 Detector I Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6� 6 ad§§Mm_ 6 MM 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex GFEx Detector 1 Channel = Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Position(ft) 94 94 - Detector2 Size(ft) 6 6 6 Detector 2 Type a+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 Tom Type D.P+P NA Peron D.P+P NA D.P+P D.P+P NA RP-P D.P+P Protected Phases 3 8 5 5 2 1 1 Pemvned Phases 8 4 4 6 6 2 2 07/18/2023 Synchm 11 Report 07/18/2023 Synchro 11 Report Kmiley--Hom Page 3 Kunley-Mrn Page 4 Teasley Commercial TIA 2024-Background-AM Teasley Commercial TIA 2024-Background-AM Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtmSch.) Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtmSch.) 1 ►� --* -- --* 4- .4\ t P " 1* Lane Gaup = EBT EBR WBL War WBR NBU NBL NBT NBR SBU SBL Lanekonfigurations Q'0 Detector Phase 7 4 4 3 8 5 5 2 1 1 Traffic Volume(vph) 428 60 Switch Phase Future Volume(Wh) 428 60 Mnint rn Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 15.0 5.0 5.0 Ideal Flow(vphpl) 1900 1900 mnimum Split(s) 12.0 11.0 11.0 12.0 12.0 12.0 12.0 21.0 12.0 12.0 Storage Length(f) 0 Total Split(s) 20.0 30.0 30.0 20.0 30.0 20.0 20.0 40.0 20.0 20.0 Storage Lanes EMI, 0 Total Split(/) 18.2% 27.3% 27.3% 18.21% 27.3% 18.2% 18.2% 36.4% 18.2% 18.2% Taper Length(ft) Nhxinmmn Green(s) 13.0 24.0 24.0 13.0 23.0 13.0 13.0 34.0 13.0 13.0 Lane Uhl.Factor Yellow Time(s) 3.5 4.0 4.0 3.5 3.5 3.5 3.5 4.5 3.5 3.5 Fit 0.982 AIi-Red Time(s) 3.5 2.0 2.0 3.5 3.5 3.5 3.5 1.5 3.5 3.5 Fk Protected Lost Tmre Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Said.Flow(prot) 4994 0 Total Lost Tune(a) 7.0 6.0 6.0 7.0 7.0 7.0 6.0 7.0 FltPemvtted Lead/Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead Lead Said.Flow(perm) 4994 0 lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes -.itTurn on Red Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Said.Flow(RTOR) 24 Recall Mxle None None None None None None None Mm None None Link Speed(mph) 45 Walk Time(s) 5.0 5.0 5.0 5.0 M Link Distance(ft) 669 FlashDont Walk(s) 27.0 27.0 27.0 24.0 10 N 'Ravel Time(s) 10.1 Pedestrian Calls(#Air) 0 0 0 0 No Peak Hour Factor 0.86 0.86 Act Effct Green(s) 21.2 7.7 7.7 18.0 11.5 26.0 25.9 29.2 o Adj.Flow(vph) 498 70 Actuated g/C Ratio 0.29 0.11 0.11 0.25 0.16 0.36 0.36 0.40 V :�: Shared Lane Traffic(%) We Ratio 0.29 0.11 0.65 0.56 0.19 0.43 0.51 0.20 w m ' Lane Group Flow(vph)_jE 568 0 Control Delay 19.6 32.6 13.1 24.7 18.9 16.4 18.4 13.8 C ia ro Enter Blocked Intersection No No Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 C Z C Lane Alignment Left Right Total Delay 19.6 32.6 13.1 24.7 18.9 16.4 18.4 13.8 C Q Q NEdian Width(ff) 12 LOS EEEEEEE� B C B C B B B B cL LmkOffsegff) = 0 Approach Delay 16.2 23.6 18.1 y a Crosswalk Width(ft) 16 Approach LOS B C B (� E T-way Leff Thin Lane Queue Length 50fh(11) 40 9 0 71 9 43 107 14 CL G Headway Factor 1.00 1.00 Queue Length 95th($) 87 30 57 141 42 89 163 37 Ttuning Speed(mph) Internal Link Dist(it) 706 436 554 j Number of Detectors 2 Torn Bay Length(ft) 240 100 350 500 d Detector Template Base Capacity(vph) 487 2363 435 Leading Detector(ft) 100 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Trailing Detector(fl) 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Detector I Posaion(ft) 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 6 Reduced Vc Ratio 0.27 0.04 0.37 0.50 0.10 0.36 0.39 0.14 Detector 1 Type CI+Ex De Intersections S Detector 1 Channel Detector I Extend(s) 0.0 Area Type: Other Detector 1 Queue(s) 0.0 Cycle Length:110 INNEEL.- Detector 1 Delay(s) 0.0 Actuated Cycle Length:72.5 Detector 2 Position(ff) 94 Natural Cycle:60 Detector2 Size(ft) 6 Control Type:Actuated-Uncoordinated Detector 2 Type CI+Ex Nhxurnnn We Ratio:0.65= Detector 2 Channel Intersection Signal Delay 19.9 Intersection IDS:B Detector 2 Extend(s) 0.0 Intersection Capacity Utilization 67.1% ICU Level ofServiceC Turn Type NA Analysis Period(min)15 Protected Phases 6 Permitted Phases 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report Kmiley--Hom Page 5 Kniley--Hom Page 6 Teasley Commercial TIA 2024-Background-AM Teasley Commercial TIA 2024-Background-AM Lanes,Volumes,Timings 5:Teasley&Ryan/wneeler(EtmSch.) Lanes,Volumes,Timings 5:Teasley&Ryan/wneeler(EtmSch.) Splits and Phases: 5:Teasley&RyanfWheeler(Ehn Sch.) 1 �/ 1401 1 02 •/03 4 $ Lane Gaup = Sur SBR I ■ Detector Phase 6 4105 + 05 J 07 !0-08 Switch Phase Muhnaunlnitial(s) 15.0 Mnimum Split(s) 21.0 Total Split(s) 40.0 Total Split('/o) 36.4% Ivhxh=Green(s) 34.0 Yellow Time(s) 4.5 All-Red Time(s) 1.5 Lost Tam Adjust(s) 0.0 Total Lost Time(a) 6.0 Lead/Lag Lag Lead-Lag Optimize? Yes Vehicle Extension(s) 3.0 Recall Mile Mn Walk Time(s) 5.0 Flash Dont Walk(s) 24.0 RPedestrian Calls(#/hr) 0 N o Act Effct Green(s) 17.3 Actuated g/C Ratio 0.24 20, V We Ratio 0.47 _ ControlDchhy 24.8 W Y Queue Delay 0.0 d y > Total Delay 24.8 c W 0 LOS C 1 CL O Q G Approach Delay 23.7 w d Q Approach LOS C U Q Queue Length 50th(fl) 74 M Queue Length 95ti(11) 119 _O hhtemal Link Dist(fl) 589 d Turn Bay Length(fl) Q Base Capacity(vph) 2393 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced Vc Ratio 0.24 Intersection Summary 07/18/2023 Synchm 11 Report 07/18/2023 Synchro 11 Report Ktmley--Horn Page 7 Kunley-Horn Page 8 Teasley Commercial TIA 2024-Background-AM Teasley Commercial TIA 2024-Background-AM Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson -, t " ti l r EBT EBR WBL WBT WBR NBU ML NUT NBRLa Lane Configurations 'Fs T. ) ++I* I lanetonfigurations W, Traffic Volume(vph) 28 5 319 Traffic Volume(vph) 508 4 Future Volume(Wh) 28 5 319 Future Volume(Wh) 508 4 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 Storage Length(ff) 0 0 0 0 350 0 350 Storage Length(ff) 0 Storage Lanes 1 0 1 0 1 0 1 Storage Lanes 0 Taper Length(fl) 25 25 25 25 Taper Length(ff) Lane Uhl.Factor 1.00� 1.00 1.00 1.00 0.91 1.00 0.91 0.91 0.91 1.00 Lane Uhl.Factor Err 0.986 0.851 0.993 Err 0.999 Fk Protected 0.950- 0.950 0.950 � 0.950 Fk Protected i Satd.Flow(prot) 0 0 1770 Satd.How(prot) 5080 0 Flt Permitted 0.345� 0.73 M431� 0.374 Flt Permitted Satd.Flow(perm) Sad.Flow(perm) 5080 0 Right Turn on Red Yes Right Turn on Red des Satd.Flow(RTOR) 3 322 7 Satd.Flow(RTOR) 1 Speed(mph) qw0 30 Link Speed(mph) 45 Link Distance(ft) 429 558 1550 Link Distance(ft) 564 T1aveITime(s) 9.8 12.7 4w 23.5 Travel Time(s) 8.5 I_ Peak l bur Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Peak l bur Factor 0.91 0.91 N o Adj.Flow(,ph) 31 5 351 Adj.Flow(%ph) 558 4 H N Shared Lane Traffic(%) Shared Lane Traffic(%) 5 Lane Group Flow(vph)_jW 0 0 356 Lane Group Flow(vph) 562 0 - C - Enter Blocked Intersection No Nb No No Nb No Nb No Nb Nb No Nb Enter Blocked Intersection No No .0+ M -0 Lane Alignment Left Right Left Left Right RNA Left Left Right RNA Left Lane Alignment Left Right y !� > NEdian Width(ff) 12 12 12 NEdian Widthiff) 12 a y 0 LinkOffset(ft) 0 0 LmkOfsegfl) 0 C Q C"L Crosswalk Width(ft) 16 16 16 Crosswalk Wrdth(ft) 16 QT. y Leff Turn I. TvmvmyLeff Turn Lane 07 I-IeadwayFactor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I-IeadwayFactor 1.00 1.00 V E Ttunnig Speed(mph) 15 9 15 15 Ttunnig Speed(mph) CL p Number of Detectors 1 2 1 2 1 1 2 1 1 Number of Detectors 2 y Detector Template Left Leff Left Thu Left Detector Template > Leadlogatector(ft) 20 100 20 100 20 20 100 20 20 Leading Detector(11) 100 d p Trailing Detector(fl) MONE...0 0 0 0 0 0 JW 0 Trailing Detector(ft) 0 Detector I Position(tt) 0 0 0 0 0 0 0 0 0 Detector I Position(ft) 0 Detector 1 Size(ft) llllllo 20 6 20 20 6 i 20 Detector 1 Size(ft) 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CN-Ex CI+Ex CI+Ex CI+Ex CI+Ex CN-Ex Detector 1 Type CI+Ex Detector 1 Channel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 0. 0.0 Detector 1 Queue(s) 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 Detector 2 Position(ft) 94 Detector 2 Position(ft) 94 Ietector2 Size(ft) 6 6 6 Ietector2 Size(f) 6 Detector 2 Type Fx Detector 2 Type CI+Ex Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) 0.0 Detector 2 Extend(s) 0.0 Turn Type D.P+P NA D.P+P NA D.P+P D.P+P NA D.P+P D.P+P Tum Type NA Protected Phases 8 5 5 1 Protected Phases 6 Permitted Phases 8 4 6 6 2 2 Permitted Phases 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report IGn ley-Hom Page 9 IGmley-Mrn Page 10 Teasley Commercial TIA 2024-Background-AM Teasley Commercial TIA 2024-Background-AM Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson -- 7 ` , t /,. 14 1* Splits and Phases: 6:Teasley&Robinson EBT EBR mL wBT WBR NB NBT NBR SBU sBL 401 102 ♦ 03 �L�-i 30 s DetecforPhase 7 4 3 8 5 5 2 1 1 Switch Phase I'1©5 + 05 T Mni urn Initial(s) 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 8.0 Minimum Split(s) 13.5 23.5 13.5 23.5 13.5 13.5 23.5 13.5 13.5 Total Split(s) 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 20.0 Total Split(%) 19.0% 28.6% 19.0% 28.6% 19.0% 19.0% 33.3% 19.0% 19.0% Maximum Green(s) 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 14.5 Yellow Time(a) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.5 5.5 5.5 5.5 5.5 5.5 5.5 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead lead Lead-Lag Optimze? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(a) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 I1 Mxle None None None None None None Mn None None Act Effct Green(a) 12.8 9.2 11.8 11.5 34.1 16.2 29.3 Actuated g/C Ratio 0.21 0.15 0.20 0.19 0.57 0.27 0.49 I_ We Ratio 0.03 0.12 0.11 0.57 0.01 0.46 0.62 d o Control Dclay 17.1 24.8 18.4 8.0 8.4 20.8 14.6 (- N Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 d o Total Delay 17.1 24.8 18.4 8.0 8.4 20.8 14.6 C r LOS B C B A A C B .0.. w a Approach Delay 23.3 9.1 20.7 41 Approach LOS C A C C w 0 Queue Length 501h(fl) 2 8 11 1 1 59 40 0 Q Q.Queue Length 95th(ft) 11 35 31 68 8 128 4166 Q Internal Link Dist(fl) 349 478 1470 d Q'Ilan Bay Length(tt) 350 350 V Q Base Capacity(vph) 476 776 515 854 709 2568 630 0 Starvation Cap Reductn 0 0 0 0 0 0 0 y Spillback Cap Reductn 0 0 0 0 0 0 0 d Storage Cap Reductn 0 0 0 0 0 0 0 p Reduced We Ratio 0.02 0.04 0.07 0.38 0.01 0.24 0.57 Intersection Summary Area Type: Other Cycle Length:105 Actuated Cycle Length:59.9 Natural Cycle:80 Control Type:Actmted-Uncoordinated Mhximurn We Ratio:0.62 Intersection Signal Delay.14.4 Intersection LOS:B Intersection Capacity U ilzation 62.4% ICU Ievel of Service B Analysis Period(min)15 # 95th percentile volume exceeds capacity,queue maybe longer. Queue shown is maximmn after two cycles. 07/18/2023 Synchra 11 Report 07/18/2023 Synchm 11 Report Kimley--Hom Page 11 Kimley--Hom Page 12 Teasley Commercial TIA 2024-Background-AM Teasley Commercial TIA 2024-Background-AM Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings Z Teasley&wheeler Ridge EBR WBL WBT WBR Detector Phase 6 lane Configurations T* +{T, Switch Phase 'Traffic Volume(vph) 14 436 11 3 Mm r u t hutial(s) 15.0 Future Volume(Wh) 14 436 11 3 Minimum Split(s) 23.5 Ideal Flow(vphpl) Total Split(s) 35.0 Storage Length(&) 0 0 0 0 275 0 Total Split(%) 33.3% Storage Lanes 1 0 1 0 1 0 Nhxinnun Green(s) 29.5 Taper Length(t) 25 25 25 Yellow Time(s) 3.0 Lane Uhl.Factor 1.00 1.00 1.00 0.91 1.00�0.91 0.91 All-Red Time(s) 2.5 Frt 0.855 0.853 0.996 Lost Time Adjust(s) 0.0 Flit Protected 0.950 � 0.950 �0.950 Total Lost Time(s) 5.5 Satd.Flow(prot) 0 0 Lead/Lag Lag Fh Permitted ' 0.682� 0.718 0.441 Lead-Lag Optimize? Yes Said.Flow(perm) 0 0 Vehicle Extension(s) 3.0 Right Turn on Red RecallNode Mn Said.Flow(RTOR) 58 115 3 Act Effet Green(s) 32.9 Link Speed(mph) 30 30 9W 45 tatedg/CRatio 0.55 Link Distance(11) 213 322 4573 We Ratio 0.20 Travel Tune(s) 4.8 7.3 69.3 Control Delay 9.8 Peak l lour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 E co Queue Delay 0.0 Adj.Flow(%ph) 15 469 12 3 N Total Delay 9.8 Shared Lane Traffic(%) N LOS A Lane Group Flow(vph) 30 481 0 0 41 00p Approach Delay 11.7 Enter BlockedLntersectlon No Nb No No No No No ADo Nb Nb No No C r Approach LOS B Lane Alignment RNA Left Left Right Left Left Right RNA Left Left Right RNA .0, r Queue Length 501h(fl) 20 Nbdian Width(ft) 12 12 12 y 0 (D Queue Length 95th(fl) 101 Lmk Of set(fl) 1 0 0 p y o Internal hilt Dist(ft) 484 Crosswulk Wrdth(ft) 16 16 16 C Q " Thin Bay Length(1� Teo way Left Turn Lane 1 C Q Base Capacity(vph) 2833 I-LeadwayFactor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 N Q Starvation Cap Reducta 0 Ttunurg Speed(mph) F-9 15 �15 9 9 V a Spillback Cap Reductn 0 Number of Detectors 1 1 2 1 2 1 1 2 1 o Storage Cap Reductn 0 Detector Template Let Let ! Let Thm OW Let Left Tl Leff -y Reduced We Ratio 0.20 Leading Detector(11) 20 20 100 20 100 20 20 100 20 > Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 p Summery Detector I Postuon(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 20 6 20 6 20 20 6 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CH-Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Chanel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 Detector2 Size(ft) 6 6 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 Turn Type D.P+P DP+P NA D.P+P NA D.P+P D.P+P NA D.P+P Protected Phases 3 8 5 5 2 1 Pemvtted Phases 8 8 4 6 6 2 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report Kmiley--Horn Page 13 IGmley-Ilom Page 14 Teasley Commercial TIA 2024-Background-AM Teasley Commercial TIA 2024-Background-AM Lanes,Volumes,Timings Z Teasley&wheeler Ridge Lanes,Volumes,Timings Z Teasley&wheeler Ridge \. j r :S -** --t "r �, �, T ,,. L4 MT SBR Lane Group = EBL EBT EBR ABL w13T WBR NBU NBL NBT NBR SBU Lane Configurations I ++T* Detector Phase 7 7 4 3 8 5 5 2 1 Traffic Volume(vph) 57 487 14 Switch Phase Future Volume(Wh) 57 487 14 Mmmunt Initial(s) 8.0 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 Ideal Flow(vphpl) 1900 1900 1900 Mnimum Split(s) 13.5 13.5 13.5 13.5 13.5 13.5 13.5 20.5 13.5 Storage Length(ft) 275 0 Total Split(s) 20.0 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 Storage Lanes 1 0 Total Split(/) 19.0% 19.0% 28.6% 19.0% 28.6% 19.0% 19.0°/ 33.3% 19.0% Taper Length(ft) 25 Nhxh=Green(s) 14.5 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 Lane Uhl.Factor 1.00 Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Fit 0.996 All-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Fk Protected 0.950 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Said.Flow(prot) 1770 5065 0 Total Lost Time(s) 5.5 5.5 5.5 5.5 5.5 5.5 Flt Pemvited 0.46 Lead/Lag Lead Lead Lag Lead Lag Lead Lead Lag Lead Said.Flow(Perim 872 5065 0 lead-Lag Optrtmze? Yes Yes Yes Yes Yes Yes Yes Yes _ Right Turn on Red Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 --bd.Flow(RTOR) 4 RecallMxle None None None None None None None Mn _ Link Speed(mph) �45 Walk Tune(s) 5.0 5.0 5.0 Link Distance(ft) 1550 FlashDont Walk(s) 26.0 26.0 19.0 E ra TmveITime(s) 23.5 Pedestrian Calls(#Au) 0 0 0 y o Peak Hour Factor 0.93 0.93 0.93 Act E1fct Green(s) 11.2 10.8 12.1 8.7 25.3 21.5 H Q Adj.Flow(vph) 61 524 15 Pewated g/C Ratio 0.23 0.22 0.25 0.18 0.53 0.45 00 d o Shared Lane Traffic(%) v/c Ratio 0.11 0.15 0.06 0.31 0.05 0.21 C C Lane Group Flow(%ph)jE 64 539 0 Control Delay 14.6 8.3 14.1 8.8 8.6 14.5 yN Enter Blocked Intersection No No No Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 y •- > Lane Alignment Left Left Right Total Delay 14.6 8.3 14.1 8.8 8.6 14.5 G y 0 NEdian Width(ft) 12 LOS B A B A A B O Q Q LmkOffsegfl) = 0 Approach Delay 10.9 9.6 14.1 >, Q Crosswalk Width(ft) 16 Approach LOS B A B V 4 Q Ttvo way Left Thin Lane Queue Length 50fh(fl) 10 1 5 1 3 35 E Headway Factor 1.00 1.00 1.00 Queue Length 95th($) 27 29 18 39 18 81 CL O Tunmg Speed(mph) Internal Link Dist(ft) 133 242 4493 y Number of Detectors 1 2 Tana Bay Length(1i 275 y Detector Template Base Capacity(vph) 632 893 635 917 767 3493 o Leading Detector(ft) 20 100 Starvation Cap Reductn 0 0 0 0 1 0 0 Trailing Detector(ft) 0011111116P Spidback Cap Reduoht 0 0 0 0 0 0 Detector I Position(ft) 0 0 Storage Cap Reductn 0 0 0 0 Detector I Size(ft) Reduced We Ratio 0.06 0.07 0.04 0.13 0.04 0.14 Detector I Type CI+Ex CI+Ex IntersectionSuuxnary Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 Area Type: Other Detector 1 Queue(s) Cycle Length:105 Detector 1 Delay(s) 0.0 0.0 Actuated Cycle Length:48 Detector 2 Position(ft) Natural Cycle:65 Letector2 Size(ft) 6 Control Type:Actuated-Uncoordinated Detector 2 Type Ivhxnnum v/c Ratio:0.31 r Detector 2 Channel Intersection Signal Delay.12.7 Intersection LOS:B - Detector 2 Extend(s) Intersection Capacity Utilization 41.7% ICU Level of Service A Thin Type D.P+P NA Analysis Period(min)15 Protected Phases 1 6 Permitted Phases 2 07/18/2023 Syncbro I I Report 07/18/2023 Synchm I I Report Kmiley--Horn Page 15 Kinley--Horn Page 16 Teasley Commercial TIA 2024-Background-AM Teasley Commercial TIA 2024-Background-AM Lanes,Volumes,Timings z Teasley&Wheeler Ridge Lanes,Volumes,Timings z Teasley&Wheeler Ridge SphtsandPhases: 7:Teasley&Wheeler Ridge . 1 f/ 1401 I I G' `G' 4 Lane Gaup = SBL SBT SBR I Detector Phase 1 6 _ 1'f 05 + G5 �T 08 Switch Phase MnaiwmLvtial(s) 8.0 15.0 Mnimun,Split(s) 13.5 20.5 Total Split(s) 20.0 35.0 Total Split(%) 19.01/o 33.3% Ivhxummt Green(s) 14.5 29.5 _ Yellow Time(s) 3.0 3.0 All-Red Tire(s) 2.5 2.5 Lost Tune Adjust(s) 0.0 0.0 Total Lost Tire(s) 5.5 5.5 Lead/Lag Lead Lag Lead-Lag Optrtnize? Yes Yes _ Vehicle Extension(s) 3.0 3.0 Recall Mile None Mn _ Walk Tune(s) 5.0 Flash Dont Walk(s) 19.0 _ RPedestrian Calls(#/hr) 0 N o Act Effct Green(s) 24.2 24.3 _ Actuated g/C Ratio 0.50 0.51 00 V We Ratio 0.11 0.21 _ G _ Control Delay 8.8 12.8 r Queue Delay 0.0 0.0 _ 44i y > Total Delay 8.8 12.8 c N 0 LOS ........ A B CL O Q G Approach Delay 12.4 w d Q Approach LOS , B U a) Queue Length 50th(fl) 6 19 M Queue Length 95th(11) 31 90 _O Internal Link Dist(fl) 1470 d T-Bay Length(fl) 275 Q Base Capacity(vph) 780 3493 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced We Ratio 0.08 0.15 Intersection Summary 07/18/2023 Synchm 11 Report 07/18/2023 Synchm 11 Report Kunley-Horn Page 17 Kunley-Horn Page 18 Teasley Commercial TIA 2024-Background-AM Teasley Commercial TIA 2024-Background-AM HCM 6th TWSC 3:Teasley&Huntets Creek Rd/HeightsBlvd HCM 6th TWSC 8:Ryan&SouthIkive Intersection lll� 4 Intersection IV Int Delay,s/veh 2.2 hit alay,s/veh 0 Ivbvement EBL,i' EBR WBL WBT WBR NBL NBT m R SBL SBT Ivbvement EBL EBT WBT WBR Lane Configurations 41 4+ ) ttT. )ttT. Lane Configurations 4 T+ Traffic Vol,vehh 27 12 461 6 Traffic Vol,veh/h 0 358 228 0 0 Future Vol,veh/h 27 12 461 6 Future Vol,veh/h 0 358 228 0 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Conflicting Peds,#/hr 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free _ Sign Control Free Free Free Free Stop Stop RTChannelized None None - None - None RTChannelized None None Storage Length 275 275 Storage Length 0 Veh in Nbdian Storage,# - 1 1 0 - 0 Veh in Nbdian Storage,# - Grade,% - 0 - - 0 - - 0 - - 0 - Grade,% - 0 0 0 Peak Hour Factor 83 83 83 83 83 Peak Hour Factor 86 86 86 86 -vy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 rvrvmt Flow 33 14 555 7 Mvart Flow 0 416 265 0 0 0 E co Nhjor/Mnor Mnor2 Mnorl Nhjorl Nhjor2 Nhjor/Mnor Nhjorl Nhjor2 �du) o Conflicting Flow All 0 0 Conflicting Flow All 265 0 0 681 265 H N Stage - - - - - - - Stage 1 - - - 265 - V o Stage - - - Stage 2 - 416 - O C Critical Hdvy 6.44 6.54 7.14 6.44 6.54 7.14 5.34 5.34 Critical Hdvy 4.12 6.42 6.22 - W-a Critical Hdwy Stg 1 7.34 5.54 - 7.34 5.54 - - - - - - - Critical Hdwy Stg I - - - - 5.42 - N (l > critical Lldvvy Stg 2 6.74 5.54 - 6.74 5.54 - - - Critical Ll"Stg 2 - 5.42 - C y 0 Follow-up Hdwy 3.82 4.02 3.92 3.82 4.02 3.92 3.12 3.12 Follow up Hdwy 2.218 3.518 3.318 0 Q Q Pot Cap-1 Nhneuver 525 633 507 Pot Cap-1 Nhneuver 1299 416 774 A G Stage - - - Stage 1 - 779 - } N Q Stage - - - Stage 2 - 666 - V O. Platoon blocked,% - - - - Platoon blocked,% - - - 0 Ivbv Cap-1 Maneuver 525 633 507 Ivbv Cap-1 Nhneuver 1299 416 774 y Nbv Cap-2 Nhneuver 321 257 - 255 263 - - - Nbv Cap-2 Nhneuver - 416 - > Stage Stage 1 779 N p Stage Stage 2 666 Approach EB � = NB SB Approach EB WB SB HCMControl Delay,s 15 23.5 0.1 0.3 HCMControl Delay,s 0 0 0 HCMLDS C C HCMLDS A N6torLane/NhjorNfvnt ML NBT NBREBLn1WBLn1 SBL SBT SBR Mnorlane/NhjorMmt EBL EBT WBT WBRSBInI Capacity(veh/h) 633 409 287 507 Capacity(veh/h) 1299 LICMIane V/CRatio 0.013 0.124 0.327 0.029 HCMIane V/CRatio - - HCvlControl Delay(s) 10.8 15 23.5 12.3 HCvlContnrlIklay(s) 0 0 F"Lane IDS B - - C C B - - F"Lane IDS A - - - A FICM95th%tile Q(veh) 0 0.4 1.4 0.1 HCM95th%tile Q(veh) 0 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report Kttrilay--Hour Page I Kunley-Hour Page 2 Teasley Commercial TIA 2024-Background-PM Teasley Commercial TIA 2024-Background-PM Lanes,Volumes,Timings 1:Teasley&wmdRiter&LillianMuer Lanes,Volumes,Timings 1:Teasley&wmdRiver&LillianMiller ER )NM V4IDF SEL Lane Group Lane Configurations Q''Ft ) +T* I ++ Danetonfigurations +T, Traffic Volume(vph) Traffic Volume(vph) 532 203 - Future Volume(Wh) Future Volume(Wh) 532 203 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 Storage Length(ft) 100 0 50 0 275 0 135 Storage Length(ft) 0 Storage Lanes 1 0 1 0 1 1 1 Storage Lanes 0 Taper Length(ft) 25 25 25 25 Taper Length(ft) Lane Utit Factor 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 �5 1.00 Lane Utit Factor - Frt 0.894 0.945 0.850 Frt 0.959 Fk Protected 0.950 = 0.950 0.950 0.950 Fk Protected - Saul.Flow(prot) 1583 0 1770 Satd.How(prot) 3394 0 Fk Pemvtted 0.462 0.238 0.167 0.306 Fk Permitted - Saul.Flow(pemn) 570 Saul.Flow(pemn) 3394 0 Right Turn on Red PM Right Turn on Red Sard Flow(RTOR) 463 109 182 Sort Flow(RTOR) 60 Speed(mph) 40 9111111F� 30 Link Speed(mph) 35 Link Distance(ft) 869 668 1252 Link Distance(ft) 458 Travel Time(s) 14.8 15.2 19.0 Travel Tvne(s) 8.9 E M Peak Flour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Peak flour Factor 0.91 0.91 y o Adj.Flow(vph) 1 70 Adj.Flow(vph) 585 223 Shared Lane Traffic(%) Shared Lane Traffic00 (%) V o Lane Group Flow(vph)_J& Lane Group Flow(vph) 808 0 C !_ Enter Blocked Intersection No No No No No No No No NJ'o No No No Enter Blocked Intersection Alo No +�+ Lane Alignment � Left Left Right Left Left Right Leff Left Right R NA Left Lane Alignment Left Right ' d y j NEdian Width(ft) 12 12 12 NEdian Width(ft) 12 uI 0.D;nkoffsegft) 0 0 0 Lmkoffsegfl) 0 p Q Q�Crosswalk Wrdth(ft) 16 16 16 Crosswalk Wrdth(ft) 16 w al'woway Lei[T.Eane TuowayLeff Turn Lane V 4) D-IeadwayFactor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 D-IeadwayFactor 1.00 1.00 Q T arrmg Speed(mph) 15 9 15 9-� 15 Turning Speed(mph) _O Number of Detectors 1 1 2 1 2 1 2 1 1 1 Number of Detectors 2 d Detector Template Left Thm leg Thou Right Ieft Left Detector Template y Leading Detector(ft) 20 20 100 20 100 20 100 20 20 20 Leading Detector(11) 100 0 Trailing Detector(fl) �0 0 jML 0 0 0 0 Trailing Detector(ft) 0 Detector I Position($) 0 0 0 0 0 0 0 0 0 0 Detector I PosMn(ft) 0 Detector 1 Size(ft) 20 20 20 Detector 1 Size(ft) 6 Detector 1 Type CI+Ex CI+Ex CI+Ex GfEx CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Type CI+Ex Detector 1 Channel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 Detector 2Position(ft) 94 94 Detector 2Position(ft) 94 Detector2 Size(ft) 6 6 6 Detector2 Size(ft) 6 Detector 2 Type CI+Ex CI+Fx Detector 2 Type CI+Ex Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) 0.0 Detector 2 Extend(s) 0.0 Tura Type custom D.P+P NA D.P+P NA D.P+P NA Peron custom D.P+P Tum Type NA Protected Phases 7 4 5 -1111W- 1 Protected Phases 6 Permitted Phases 3 4 8 6 2 1 2 Permitted Phases 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report Eadey--Horn Page 1 Kunley-Mrn Page 2 Teasley Commercial TIA 2024-Background-PM Teasley Commercial TIA 2024-Background-PM Lanes,Volumes,Timings 1:Teasley&WmdRiver&Iruiat,Muer Lanes,Volumes,Timings 1:Teasley&WmdRiver&IruianNl&r n -0 t \ t /,. L4 �► 1 r EBT EBR ABL my WBR NBL NBT NBR SBU sBL Lane Gaup = SBT SBR Detector Phase 31 3 8 7 4 5 2 2 1 1 Detector Phase 6 Switch Phase Switch Phase Morava.Initial(s) 4.0 5.0 4.0 5.0 4.0 15.0 15.0 4.0 4.0 Mninmrn Initial(s) 15.0 Mnimum Split(s) 10.0 10.0 11.0 10.0 11.0 10.0 21.0 21.0 10.0 10.0 Mninum Split(s) 21.0 Total Split(s) 20.0 20.0 20.0 20.0 20.0 20.0 30.0 30.0 20.0 20.0 Total Split(s) 30.0 Total Split(%) 22.2% 22.2% 22.2% 22.2% 22.2% 22.2% 33.3% 33.3% 22.2% 22.2% Total SplitClo) 33.3% Mrpnn rn Green(s) 14.0 14.0 14.0 14.0 14.0 14.0 24.0 24.0 14.0 14.0 Maxh=Green(s) 24.0 Yellow Time(a) 3.5 3.5 4.0 3.5 4.0 3.5 4.5 4.5 3.5 3.5 Yellow Time(a) 4.5 All-Red Time(s) 2.5 2.5 2.0 2.5 2.0 2.5 1.5 1.5 2.5 2.5 All-Red Tmie(s) 1.5 Lost Trtne Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lost Tmre Adjust(s) 0.0 Total Lost Tmie(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Total Lost Tmie(a) 6.0 Lead/Lag Lead Lead Lag Lead Lag Lead Lag Lag Lead Lead Lead/Lag Lag Lead-Lag Optirmze? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Lead-Lag Optimize? Yes - W,hicle Extension(a) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Vehicle Extension(a) 3.0 ncoall Madc None None Mn None Mn None Mn Mn None None Recall Nbde Mn - Walk Time(s) 6.0 6.0 6.0 6.0 Walk Time(s) 6.0 Flash Dont Walk(s) 25.0 25.0 21.0 21.0 Flash Dont Walk(s) 21.0 R N Pedestrian Calls(#/Iv) 0 0 0 0 Pedestrian Calls(#/hr) 0 HN Act EfE;t Green(s) 23.0 16.8 24.4 10.8 36.6 32.1 32.1 38.0 Act BRA Green(s) 22.5 �Actuated g/C Ratio 0.27 0.20 0.29 0.13 0.44 0.38 0.38 0.45 Actuated g/C Ratio 0.27 C v o We Ratio 0.60 0.67 0.40 0.63 0.98 0.50 0.14 0.20 v/c Ratio 0.85 - r6 Control Delay 28.2 14.4 23.9 29.1 66.3 23.4 0.5 13.2 Control Delay 37.1 y Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Delay 0.0 - N•y >Total Delay 28.2 14.4 23.9 29.1 66.3 23.4 0.5 13.2 Total Delay 37.1 W Q LOS = C B C C E C A B LOS D O Q CL Approach Delay 17.8 27.8 35.3 Approach Delay 35.2 >,, Q Approach LOS B C D Approach LOS D U Queue Length 50th(fl) 88 54 40 60 -154 151 0 19 Queue Length 50th(fl) 201 .L Queue Length 95th(fl) 146 119 77 104 #356 224 2 43 Queue Length 95th(fl) #313 _0 Internal Link Dist(it) 789 588 1172 Internal Link Dist(fl) 378 N Turn Bay Length(tt) 100 50 275 135 Turn Bay Length(tt) N Base Capacity(vph) 409 1010 369 654 381 1353 717 490 Base Capacity(vph) 1022 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Starvation Cap Reductn 0 Spillback Cap ReduLtn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 Reduced v/c Ratio 0.54 0.67 0.30 0.51 0.98 0.50 0.14 0.14 Reduced We Ratio 0.79 Intersection S Intersection Suuxrrary Area Type: Other Cole Length:90 Actuated Cycle Length:83.8 Natural Cycle:70 qW Control Type:Actuated-Uncoordinated Ivh.xn=v/c Ratio:0.98 Intersection Signal Delay 29.6 Intersection LOS:C Intersection Capacity Utilization 84.5% ICU Level of Service E Analysis Period(min)15 Vortne exceeds capacity,queue is theoretically infinite. Queue shown is tnaxurnnn after two cycles. 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report Kmiley--Horn Page 3 Kunley-Llom Page 4 Teasley Commercial TIA 2024-Background-PM Teasley Commercial TIA 2024-Background-PM Lanes,Volumes,Timings 1:Teasley&wmdRiver&IillianMuer Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtmSch.) # 95th percentUe vohune exceeds capacity,queue maybe longer. , ' ` F t 'l t l! y Queue shown is maximrmr after two cycles. LET EBR WBL WWBR N[1I2 Splits and Phases: 1:Teasley&&Wind River&Lillian N311er Dane Configurations + if I Q �01 11 02 ,-- 04 Traffic Volume(vph) 185 ' 25 1 6 30 s 20 s Future Volume(Wh) 788 25 1 6 Ideal Flow(vphpl) 05 - - 8 Storage Length(ft) 240 100 0 0 350 0 500 30 s 20 s Storage Lanes 1 L 1 1 0 1 Taper Length(ft) 25 25 25 25 Lane Uhl.Factor 1.00 1.00 1M 1.00 �.91 1.00 0.91 0.91 0.91 1.00 Frt 0.850 0.914 0.995 Fk Protected 0.950� 0.950 0.950 0.950 Satd.How(prot) 0 0 1770 Fh Permitted - 0.757 0.197 0.299 Satd.Flow(peri) 0 0 557 Right Turn on Red Satd.Flow(RTOR) 264 8 4 Link Speed(mph) 35 45 Link Distance(ft) 786 516 634 E M Travel Tune(s) 15.3 10.1 9.6 N o Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 N 00 Adj.Flow(vph) 821 26 1 6 V Shared lane Traffic(%) G _ Lane Gaup Flow(vph) 416 847 0 0 7 y (D Enter Blocked Intersection 11b No No No No No No ND No No No No G1•y > Lane Alignment Left Left Right Left Left Right RNA Left Left Right RNA Left fA NEdian Width(ft) 12 12 12 O Q G LmkOfsegfl) 0 0 w Q Crosswalk Width(ft) 16 16 16 U Tvm way Leff Tura Lane i G Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _O Turrmg Speed(mph) 15 9 15� 9 15 9 9 15 d Number of Detectors 1 2 1 1 2 1 1 2 1 1 Q Detector Template Left Thin Right Led Th� Leff Leff Thm left Leff Leadutgatector(ft) 20 100 20 20 100 20 20 100 20 20 Trailing Detector(ft) 0 0 1 0 0 0 0 0 0 M 0 Detector I PosMn(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6� 6 ddjjMM_ 6 MM 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex C1+Ex Cl-Ex Detector 1 Channel = Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 - Detector-2 Size(ft) 6 6 6 Detector 2 Type C1+Fx CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 Turn Type D.P+P NA Pert D.P+P NA D.P+P D.P+P NA D.P+P D.P+P Protected Phases 3 8 5 5 2 1 1 Pertitted Phases 8 4 4 6 6 2 2 07/18/2023 Synchm 11 Report 07/18/2023 Synchm 11 Report Kmley-Hom Page 5 Kunley-D-lom Page 6 Teasley Commercial TIA 2024-Background-PM Teasley Commercial TIA 2024-Background-PM Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtmSch.) Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtmSch.) 1 ►� --* -- --* 4- .4\ t P " 1* Lane Group Lane Group = EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL LaneVonfigurations Q'0 Detector Phase 7 4 4 3 8 5 5 2 1 1 Traffic Volume(vph) 787 166 Switch Phase Future Volume(Wh) 787 166 Mnimran Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 15.0 5.0 5.0 Ideal Flow(vphpl) 1900 1900 Mnimum Split(s) 12.0 11.0 11.0 12.0 12.0 12.0 12.0 21.0 12.0 12.0 Storage Length(f1) 0 Total Split(s) 20.0 30.0 30.0 20.0 30.0 20.0 20.0 40.0 20.0 20.0 Storage Lanes 0 Total Split(%) 18.2% 27.3% 27.3% 18.21% 27.3% 18.2% 18.2% 36.4% 18.2% 18.2% Taper Length(ft) Nhxh=Green(s) 13.0 24.0 24.0 13.0 23.0 13.0 13.0 34.0 13.0 13.0 Lane Uhl.Factor M1 0.91 Yellow Time(s) 3.5 4.0 4.0 3.5 3.5 3.5 3.5 4.5 3.5 3.5 Fit 0.974 AIi-Red Time(s) 3.5 2.0 2.0 3.5 3.5 3.5 3.5 1.5 3.5 3.5 Fk Protected Lost Tmre Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Said.Flow(prot) 4953 0 Total Lost Tune(a) 7.0 6.0 6.0 7.0 7.0 7.0 6.0 7.0 Fh Pemvtted Lead/Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead Lead Said.Flow(perm) 4953 0 lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Right Turn on Red Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Said.Flow(RTOR) 43 Recall Mile None None None Noire None None None Mn None None T"1,Speed(mph) 45 Walk Time(s) 5.0 5.0 5.0 5.0 I]tlKDistance(ft) 669 Flash Dont Walk(s) 27.0 27.0 27.0 24.0 Travel Time(s) 10.1 Pedestrian Calls(#Au) 0 0 0 0 Peak Hour Factor 0.96 0.96 Act EffA Green(s) 14.5 11.8 11.8 13.2 6.2 33.9 40.1 40.0 RN Adj.Flow(vph) 820 173 Actuated g/C Ratio 0.20 0.17 0.17 0.19 0.09 0.48 0.56 0.56 d N Shared Lane Traffic(%) We Ratio 0.53 0.01 0.55 0.09 0.09 0.95 0.30 0.02 ~ �Lane Group Flow(vph)M 993 0 Control Delay 30.5 31.5 9.6 23.2 27.3 53.0 10.3 8.7 u Enter Blocked Intersection No Nb Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 p Lane Alignment Left Right Total Delay 30.5 31.5 9.6 23.2 27.3 53.0 10.3 8.7 C a NEdian Width(lt) 12 IDS C C D B A 4)'y >ImkOfrsegfl) 0 Approach Delay 18.5 24.7 24.4 OC Crosswalk Width(ft) 16 Approach LOS C C O Q Q Two way Leff Turn Lane Queue Length 50th(ft) 73 1 0 9 2 115 51 1 w Q Headway Factor 1.00 1.00 Queue Length 95th(fl) 145 8 MMPMMT-- 22 #388 156 8 V E Touring Speed(mph) Intemal Link Dist(ft) 706 436 554 t2 Number of Detectors 2 Ttmn Bay Length(ft) 240 100 350 500 C Detector Template Base Capacity(vph) 439 2855 550 Leading Detector(ft) 100 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Q Trailing Detector(ft) 0 Spillhack Cap Reductn 0 0 0 0 0 0 0 0 Detector I Posaion(ft) 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 6 Reduced Vc Ratio 0.48 0.00 0.37 0.07 0.02 0.95 0.30 0.01 Detector 1 Type CI+Ex Detector 1 Channel Detector I Extend(s) 0.0 .&ea Type: Other Detector 1 Queue(s) 0.0 Cycle Length:110 Detector 1 Delay(s) 0.0 Actuated Cycle Length:71.1 Detector 2 Positbn(ff) 94 Natural Cycle:65 Detector2 Size(ft) 6 Control Type:Actuated-Uncoordinated Detector Type CI+Ex Nhxn=v/c Ratio:0.95 Detector 2 Channel Intersection Signal Delay 22.9 Intersection LOS:C Detector 2 Extend(s) 0.0 Intersection Capacity Utilization 81.7% ICU Level ofServiceD Turn Type NA Analysis Period(min)15 Protected Phases 6 # 951hpereentile volume exceeds capacity,queue maybe longer. Permitted Phases Queue shown is maxi unt after two cycles. 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report Km-ky--Horn Page 7 Kruley--loin Page 8 Teasley Commercial TIA 2024-Background-PM Teasley Commercial TIA 2024-Background-PM Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtmSch.) Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtmSch.) Splits and Phases: 5:Teasley&RyanfWheeler(Ehn Sch.) 1 �/ 1401 1 02 •/03 4 $ Lane Gaup = Sur SBR I ■ Detector Phase 6 4105 + 05 J 07 !0-08 Switch Phase Muhnaunlnitial(s) 15.0 Mnimum Split(s) 21.0 Total Split(s) 40.0 Total Split('/o) 36.4% Ivhxh=Green(s) 34.0 Yellow Time(s) 4.5 All-Red Time(s) 1.5 Lost Tam Adjust(s) 0.0 Total Lost Time(a) 6.0 Lead/Lag Lag Lead-Lag Optimize? Yes Vehicle Extension(s) 3.0 Recall Mile Mn Walk Time(s) 5.0 Flash Dont Walk(s) 24.0 RPedestrian Calls(#/hr) 0 N o Act Effct Green(s) 21.5 Actuated g/C Ratio 0.30 00 V We Ratio 0.65 G Control Dclay 23.1 W Y Queue Delay 0.0 d y > Total Delay 23.1 c W 0 LOS C 7 CL O Q G Approach Delay 23.0 w d Q Approach LOS C U Q Queue Length 50th(fl) 120 M Queue Length 95th(fl) 207 _O hitemal Link Dist(fl) 589 d Turn Bay Length(fl) Q Base Capacity(vph) 2463 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced Vc Ratio 0.40 Intersection Summary 07/18/2023 Synchm 11 Report 07/18/2023 Synchro 11 Report Kanley--Horn Page 9 Kunley-Horn Page 10 Teasley Commercial TIA 2024-Background-PM Teasley Commercial TIA 2024-Background-PM Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson t /,. " ti l WBR NBU ML NUT NB R Lao MD- S Lane Configurations 'Ft 'Ft ) ++I:t I lanetonfigurations ++'p Traffic Volume(vph) 14 762 35 19 308 Traffic Volume(vph) 800 14 Future Volume(Wh) 14 762 35 19 308 Future Volume(Wh) 800 14 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 Storage Length(ff) 0 0 0 0 350 0 350 Storage Length(ff) 0 Storage Lanes 1A� 0 1 0 1 0 1 Storage Lanes 0 Taper Length(fl) 25 25 25 25 Taper Length(ft) Lane Uhl.Factor 1.00jjw 1.00 1.00 I� 0.91 1.00 0.91 0.91 0.91 1.00 Lane Uhl.Factor Frt 0.979 0.859 0.993 Frt 0.997 Fk Protected 0.950= 0.950 0.950 0.950 Fk Protected Satd.Flow(prot) 0 0 1770 Satd.How(prot) 5070 0 Fk Pemvtted 0.374= 0.93 M.299 0.257 Fk Permitted Satd.Flow(perm) Satd.Flow(perm) 5070 0 Right Turn on Red Yes Right Turn on Red - Flow(RTOR) 2 413 6 Satd.Flow(RTOR) 2 Link Speed(mph) q30 30 9 Link Speed(mph) 45 Link Distance(ft) 429 558 1550 Link Distance(ft) 564 E 'Ravel Time(s) 9.8 12.7 23.5 Travel Time(s) 8.5 W w Peak l-IourFactor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Peak l-IourFactor 0.94 0.94 N Adj.Flow(,ph) 15 811 37 20 328 Adj.Flow(%ph) 851 15 y o Shared Lane Tragic(%) Shared Lane Traffic(%) O �Lane Group Flow(vph)M 848 0 0 348 Lane Group Flow(vph) 866 0 - O tp Enter Blocked Intersection No Nb No No No No No No Nb Nb No No Enter Blocked Intersection No No C to y lane Alignment Left Left Right Left Left Right RNA Left Left Right RNA Left Lane Alignment Left Right oNun >Nbdian Wrdth(ff) 12 12 12 Nbdian Width(ft) 12 Q �Lmkoffsegfl) 0 0 Lmkoffsegfl) 0 rLCrosswulk Wrdth(ft) 16 16 16 Crosswalk Wrdth(ft) 16 Q Two way Leff Turn Lane Two way Leff Turn Lane U I_ D-IeadwayFactor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 D-IeadwayFactor 1.00 1.00 C Turning Speed(mph) 15 9 15 15 Turning Speed(mph) Number of Detectors 1 2 1 2 1 1 2 1 1 Number of Detectors 2 j Detector Template Left Leff Left Thm left Detector Template O Leadlogatector(ft) 20 100 20 100 20 20 100 20 20 Leading Detector(11) 100 Trailing Detector(fl) 001M...0 0 0 0 0 0 JW 0 Trailing Detector(ft) 0 Detector I PosWn(tt) 0 0 0 0 0 0 0 0 0 Detector I Postuon(ft) 0 Detector 1 Size(ft) llllllo 20 6 20 20 6 i 20 Detector 1 Sizelft) 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CN-Ex CI+Ex CI+Ex CI+Ex CI+Ex CN-Ex Detector 1 Type CI+Ex Detector 1 Channel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 0. 0.0 Detector 1 Queue(s) 0.0 Detector IDelay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector IDelay(s) 0.0 Detector 2 Position(ft) 94 Detector 2 Position(ft) 94 Detector2 Size(ft) 6 6 6 Detector2 Size(ff) 6 Detector 2 Type Fx Detector 2 Type CI+Ex Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) 0.0 Detector 2 Extend(s) 0.0 Turn Type D.P+P NA D.P+P NA D.P+P D.P+P NA D.P+P D.P+P Tum Type NA Protected Phases 8 5 5 1 Protected Phases 6 Permitted Phases 8 4 6 6 2 2 Permitted Phases 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report Krilay--Hom Page 11 IGmley-Ilom Page 12 Teasley Commercial TIA 2024-Background-PM Teasley Commercial TIA 2024-Background-PM Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson -- 7 ` , t /,. 14 1* Splits and Phases: 6:Teasley&Robinson EBT EBR mL wBT WBR NB NBT NBR SBU sBL 401 102 ♦ 03 �L�-i 30 s Detector Phase 7 4 3 8 5 5 2 1 1 Switch Phase I'1©5 + 05 T Mninnan Initial(s) 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 8.0 Mninum Split(s) 13.5 23.5 13.5 23.5 13.5 13.5 23.5 13.5 13.5 Total Split(s) 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 20.0 Total Split(%) 19.0% 28.6% 19.0% 28.6% 19.0% 19.0% 33.3% 19.0% 19.0% Maxinnurn Green(s) 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 14.5 Yellow Time(a) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Lost Tune Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Tune(s) 5.5 5.5 5.5 5.5 5.5 5.5 5.5 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead lead Lead-Lag Optunize? Yes Yes Yes Yes Yes Yes Yes Yes Yes W,hicle Extension(a) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 -all Node None None None None None None Mn None None Act Effct Green(a) 11.8 9.7 11.8 10.7 38.6 18.4 33.6 Actuated g/C Ratio 0.19 0.15 0.19 0.17 0.61 0.29 0.53 R N We Ratio 0.05 0.05 0.23 0.72 0.04 0.58 0.62 H N Control Delay 20.2 25.3 22.4 11.4 7.7 21.5 16.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 v Total Delay 20.2 25.3 22.4 11.4 7.7 21.5 16.1 C M � LOS C C C B A C B Approach Delay 22.8 13.0 21.2 Approach LOS C B C H Queue Length 50th(fl) 4 3 22 8 2 84 39 O QL Queue Length 95th(fl) 17 22 58 101 16 193 4248 CL r Q Internal Link Dist(fl) 349 478 1470 V T.Bay Length(tt) 350 350 p. Base Capacity(vph) 452 737 489 892 635 2457 562 O Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 N Storage Cap Reductn 0 0 0 0 0 0 0 t3 Reduced We Ratio 0.03 0.02 0.15 0.49 0.03 0.35 0.62 Intersection Summary Area Type: Other Cycle Length:105 Actuated Cycle Length:63.4 Natural Cycle:80 Control Type:Actuated-Uncoordinated Nbximum We Ratio:0.72 Intersection Signal Delay.15.1 Intersection LOS:B Intersection Capacity Utilization 72.6% ICU Ievel of Service C Analysis Period(nin)15 # 95th percentile volume exceeds capacity,queue maybe longer. Queue shown is maxinmmn after two cycles. 07/18/2023 Synchra 11 Report 07/18/2023 Synchro 11 Report Kimley--Ham Page 13 Kimley--Horn Page 14 Teasley Commercial TIA 2024-Background-PM Teasley Commercial TIA 2024-Background-PM Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings z Teasley&wheeler Ridge 1 --* -- --* 4- - 4- f, ' t /,. " �► -' EBL EBT EBR ABUT wBR mu NBL NBT mgR� Detector Phase 6 Lane Configurations I to T* ) Wo 4 Switch Phase Traffic Volume(vph) MMM% 46 1 77 Mmmurnlnitial(s) 15.0 Future Volume(vph) 735 46 1 77 Minimum Split(s) 23.5 Ideal Flow(vphpl) Total Split(s) 35.0 Storage Length(&) 0 0 0 0 275 0 275 Total Split(%) 33.3% Storage Lanes 1 -Mn� 0 1 -dk- 0 1 0 1 Wannun Green(s) 29.5 Taper Length(fl) 25 25 25 25 Yellow Time(s) 3.0 Lane Uhl.Factor 1.00 �.UD 1.00 . 1 1.00 0.91 0.91 0.91 1.00 All-Red Time(s) 2.5 Frt 0.865 0.866 0.991 Lost Tune Adjust(s) 0.0 Flit Protected 0.950= 0.95Q- 0.950 0.950 Total Lost Time(s) 5.5 Satd.Flow(prot) 0 0 1770 Lead/Lag Lag Flt Permitted 0.314 0.325 Lead-Lag Optimize? Yes Said.Flow(perm) 0 0 605 Vehicle Extension(s) 3.0 Right Turn on Red Recall Mile Mtrt Satd.Flow(RTOR) 36 51 9 _.Effct Green(s) 37.5 Link Speed(mph) 30 �0 Actuated g/C Ratio 0.59 Link Distance(ft) 213 322 4573 We Ratio 0.29 Travel Tune(s) 4.8 7.3 69.3 E r Control Delay 9.5 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0) o Queue Delay 0.0 Adj.Flow(%ph) 758 47 1 79 H Total Delay 9.5 Shared lane Traffic(%) d o LOS A Lane Group Flow(vph) 805 0 0 80 C Approach Delay 11.4 Enter Blockedlnterection No No Nb No No No No No No No No No CH d Approach LOS B Lane Alignment Lei Leff Right Left Left Right RNA Left Left Right RNA Left 4) •� > Queue Length 50th(fl) 34 Nbdian width(It) 12 12 12 y 0 Queue Length 95th(ft) 176 LmkOfrset(fl) 0 _JM_ 0 C Q O.Internal Link Dist(ft) 484 Crosswalk Wrdth(ft) 16 16 16 dQ Thin Bay Length(1) Tuu way Left Thar Lane a) Base Capacity(vph) 2997 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Q Starvation Cap Reductn 0 Turning Speed(mph) 15 1 9 15� 9 15 9 9 15 O Spillback Cap Reductn 0 Number of Detectors 1 2 1 2 1 1 2 1 1 Storage Cap Reductn 0 Detector Template Left Thru Left Tl Left Left Thru left Leff O Reduced We Ratio 0.29 Leading Detector(11) 20 100 20 100 20 20 100 20 20 G Vction Summary Trailing Detector(ft) 0 0 0 0 0 0 M 0 Detector I Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 JWMMMM6. 6 MM 20 Detector 1 Type CI+Ex CI+Ex C1+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Cl+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �i 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2Position(ft) 94 94 94 - Detector2 Size(ft) 6 6 6 Detector 2 Type CI+Fx CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 Turn Type D.P+P NA D.P+P NA D.P+P D.P+P NA D.P+P D.P+P Protected Phases 7 3 8 5 5 2 1 1 Permitted Phases 8 4 6 6 2 2 07/18/2023 Syncbro 11 Report 07/18/2023 Synchro 11 Report Kunley-Hum Page 15 Kintey-Horn Page 16 Teasley Commercial TIA 2024-Background-PM Teasley Commercial TIA 2024-Background-PM Lanes,Volumes,Timings Z Teasley&Wheeler Ridge Lanes,Volumes,Timings Z Teasley&Wheeler Ridge 1 r --* -- --* 4- �, `� t P " v S13T Lane Gaup = EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Laner[bnfigurations Q+T# Detector Phase 7 4 3 8 5 5 2 1 1 Traffic Volume(vph) 765 40 Switch Phase Future Volume(Wh) 765 40 Mnimun Initial(s) 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 8.0 Ideal Flow(vphpl) 1900 1900 Mnimum Split(s) 13.5 13.5 13.5 13.5 13.5 13.5 20.5 13.5 13.5 Storage Length(ft) 0 Total Split(s) 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 20.0 Storage Lanes 0 Total Split(/) 19.0% 28.6% 19.0% 28.6% 19.0% 19.0% 33.3% 19.0% 19.0% Taper Length(11) Nhximmm Green(s) 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 14.5 Lane Uhl.Factor Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Fit 0.993 AIi-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Fk Protected Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Said.Flow(prot) 5050 0 Total Lost Time(s) 5.5 5.5 5.5 5.5 5.5 5.5 5.5 FltPemvtted �1111" --low- Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead Said.Flow(perm) 5050 0 Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes u4^4 Turn on Red Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 yaw.Flow(RTOR) 7 Recall Mile None None Alone None None None Mn Alone None Link Speed(mph) 45 Walk Time(s) 5.0 5.0 5.0 Link Distance(ft) 1550 Flashlbnt Walk(s) 26.0 26.0 19.0 RCO 'Travel Time(s) 23.5 Pedestrian Calls(#Au) 0 0 0 Gf N Peak Flour Factor 0.97 0.97 Act Effct Green(s) 12.1 9.8 12.1 9.8 27.9 28.0 27.9 ~ �5 Adj.Flow(%ph) 789 41 Actuated g/C Ratio 0.25 0.21 0.25 0.21 0.59 0.59 0.59 v Shared Lane Traffic(%) v/c Ratio 0.06 0.11 0.07 0.15 0.10 0.27 0.13 p Lane Group Flow(,ph)_M 830 0 Control Delay 16.5 12.5 16.4 11.6 7.7 13.0 7.8 t0 � h d Enter Blocked Intersection No 1\b Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 N'y >Lane Alignment Left Right Total Delay 16.5 12.5 16.4 11.6 7.7 13.0 7.8 y 00 NEdian Width(lt) 12 LOS B B B B A B A O Q QInnkoffset(ft) = 0 Approach Delay 14.1 13.2 12.6 >T Q Crosswalk Width(ft) 16 Approach LOS B �B B V T.way Left Trun Lane Queue Length 50th(11) 7 1 8 1 5 63 8 CL Headway Factor 1.00 1.00 Queue Length 95th(ft) 23 27 �2 27 133 35 G Turniig Speed(mph) Internal Link Dist(R) 133 242 4493 Number of Detectors 2 Thin Bay Length(I) 275 275 G Detector Template Base Capacity(vph) 738 957 738 965 812 3518 818 Leading Detector(ft) 100 Starvation Cap Reductn 0 0 �0 0 0 0 Trailing Detector(ft) 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Detector I Posiuon(ft) 0 Storage Cap Reductn 0 0 0 0 0 0 0 Detector 1 Size(ft) 6 Reduced We Ratio 0.04 0.04 0.04 0.06 0.07 0.23 0.10 Detector 1 Type CI+Ex Intersection S Detector 1 Channel Detector I Extend(s) 0.0 Area Type: Other Detector I Queue(s) 0.0 Cycle Length:105 MOMM- Detector 1 Delay(s) 0.0 Actuated Cycle Length:47.6 Detector 2 Position(ff) 94 Natural Cale:65 Detector2 Size(ft) 6 Control Type:Actuated-Uncoordinated Detector 2 Type CI+Ex Nhxirnnn v/c Ratio:0.28 � Detector 2 Channel Intersection Signal Delay 12.6 Intersection IDS:B Detector 2 Extend(s) 0.0 Intersection Capacity Uilization44.4% ICU Level ofServiceA Two Type NA Analysis Period(min)15 Protected Phases 6 Permitted Phases 07/18/2023 Synchm 11 Report 07/18/2023 Synchm 11 Report Kunley-Ham Page 17 Kinley--Ham Page 18 Teasley Commercial TIA 2024-Background-PM Teasley Commercial TIA 2024-Background-PM Lanes,Volumes,Timings z Teasley&Wheeler Ridge Lanes,Volumes,Timings z Teasley&Wheeler Ridge SphtsandPhases: 7:Teasley&Wheeler Ridge 1 �/ 1401 I I G' `G' 4 Lane Gaup = Sur SBR I Detector Phase 6 *05 + G5 '�T �08 Switch Phase It MnaiwmLvtial(s) 15.0 Mnimum Split(s) 20.5 Total Split(s) 35.0 Total Split('/o) 33.3 Ivhxummt Green(s) 29.5 Yellow Time(s) 3.0 All-Red Time(s) 2.5 Lost Trtne Adjust(s) 0.0 Total Lost Time(s) 5.5 Lead/Lag Lag Lead-Lag Optrtri ze? Yes _ Vehicle Extension(s) 3.0 Recall Ivbde Mn Walk Tune(s) 5.0 Flash Dont Walk(s) 19.0 _ E M Pedestrian Calls(#/hr) 0 N o Act Effct Green(s) 28.1 Actuated g/C Ratio 0.59 00 V We Ratio 0.28 _ G _ Control Delay 12.9 W Y Queue Delay 0.0 d y > Total Delay 12.9 G N O LOS B O Q CL G Approach Delay 12.5 w d Q Approach LOS B U a) Queue Length 50th(fl) 66 M Queue Length 95th(fl) 136 _O Internal Link Dist(fl) 1470 d 11un Bay Length(fl) Q Base Capacity(vph) 3525 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced We Ratio 0.24 Intersection Summary, 07/18/2023 Synchm 11 Report 07/18/2023 Synchm 11 Report Kunley--Horn Page 19 Ktmley--Horn Page 20 Teasley Commercial TIA 2024-Background-PM Teasley Commercial TIA 2024-Background-PM HCM 6th TWSC 3:Teasley&Hunters Creek Rd/HeightsBlvd HCM 6th TWSC 8:Ryan&SourhDive Intersection W I Intersection IV I bit Delay,s/veh 1.6 hit alay,s/veh 0 Nbvement EBL LEER WBL. WBT wBR NBL NBT NBR SBL SBT SBR Ivbvement EBL EBT Lane Configurations 4* 44. )tTT. )ttT. Lane Configurations Q T+ Traffic Vol,vehh 47 60 907 21 Traffic Vol,veh/h 0 439 566 0 0 Future Vol,veh/h 47 60 907 21 Future Vol,veh/h 0 439 566 0 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Conflicting Peds,#/hr 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Sign Control Free Free Free Free Stop Stop RTChannelized - - None - - None - - None - - None RTChannelized - None - None Storage Length 275 275 Storage Length - 0 Veh in Adian Storage,# - 1 1 0 - 0 Veh in median Storage,# - 0 0 Grade,% - 0 - - 0 - - 0 - - 0 - Grade,% - 0 0 - 0 Peak Hour Factor 92 92 92 92 92 Peak Hour Factor 96 96 96 96 9 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 M-it Flow 51 65 986 23 N Airt Flow 0 457 590 0 0 0 Nhior/Nbor Mnor2 Mnorl Nhjorl Nhjor2 Nhior/Nbor Nhiorl Nhior2 £ M Conflicting Flow All 1056 0 0 Conflicting Flow All 590 0 0 1047 590 N Stage 1083 - - - - - - - Stage 1 - - - 590 - ' o Stage - - - Stage 2 - 457 - N o Critical Fldwy 6.44 6.54 7.14 6.44 6.54 7.14 5.34 - - 5.34 - - Critical Hdwy 4.12 - - - 6.42 6.22 - Critical Hdwy Stg 1 7.34 5.54 - 7.34 5.54 - - - Critical Hdwy Stg I - 5.42 - t M'a Critical l ldwy Stg 2 6.74 5.54 - 6.74 5.54 - - - Critical I ldwy Stg 2 - 5.42 - 4, ,A > Follow-up Hdwy 3.82 4.02 3.92 3.82 4.02 3.92 3.12 - - 3.12 - - Followup Hdwy 2.218 - - - 3.518 3.318 p O Pot Cap-1 Mureuver 115 42 439 Ill 43 424 388 368 Pot Cap-1 Mkneuver 985 253 508 C Q CL Stage - - - Stage 1 - 554 - O- Stage - - - Stage 2 - 638 - Q Platoon blocked,% - - - - Platoon blocked,% - - - V E Nbv Cap-1 Mare. 388 368 Lvbv Cap-1 Mrneuver 985 253 508 O' Nbv Cap-2 Nhneuver 129 112 - 133 120 - - - - - - - Nbv Cap-2 Nhneuver - - - - 253 O -y Stage Stage 1 554 d Stage Stage 2 638 Approach EB WB NB SB Approach EB WB SB FICM Control alays 29.1 30.8 0.4 1 HCMControl Delay,s 0 0 0 HCMLOS D D HCMLOS A MnorLane/NhjorMnnt ML NUT N3REBLn1WBLn1 SBL SBT SBR MnorLane/NhjorMnnt EBL EBT WBT WBRSBInI Capacity(veh/h) 388 183 174 368 Capacity(veh/h) 985 IICMIane V/CRatio 0.067 0.184 0.2 0.177 HCMIane V/CRatio - - HCvLControl Delay(s) 14.9 29.1 30.8 16.9 HCviControlLklay(s) 0 0 I"Lane LOS B - - D D C - - I"Lane LOS A - - - A FICM95th%tile Q(veh) 0.2 0.7 0.7 0.6 HCM95th%tile Q(veh) 0 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report Kunley--Flom Page 1 Kunley-Horn Page 2 Kimley))) Horn Appendix L: SynchroTm Output - 2024 Background Plus Site Traffic E M m N N O � N W C = O l6 W ) G y O G Q G. .+ C. y C Q cU E Q O m d • • 13455 NoelRoad,Two Galleria Office Tower, 11 Dallas,TX75240 • 1 11 821 N Mayhill Road TIA July 2023 Denton,Texas Teasley Commercial TIA 2024-Background+Site-AM Teasley Commercial TIA 2024-Background+Site-AM Lanes,Volumes,Timings 1:Teasley&wmdRiver&Iruianlvfller Lanes,Volumes,Timings 1:Teasley&wmd River&Hlian Miller EBL NBI I'm = SBR Lane Group = EBT EBR mL WBT WBR NBL NBT NBR SBL _ Lane Configurations r I +T, Detector Phase 3 8 7 4 5 2 2 1 6 Traffic Volume(vph) 99 Switch Phase Future Volume(Wh) 99 Minimum Initial(s) 4.0 5.0 4.0 5.0 4.0 15.0 15.0 4.0 15.0 Ideal Flow(vphpl) mnimum Split(s) 10.0 11.0 10.0 11.0 10.0 21.0 21.0 10.0 21.0 Storage Length(ft) 100 0 50 0 275 0 135 0 Total Split(s) 20.0 20.0 20.0 20.0 20.0 30.0 30.0 20.0 30.0 Storage Lanes 1 0 1 0 1 1 1 0 Total Split(%) 22.2% 22.2% 22.2% 22.2% 22.2% 33.3% 33.3% 22.2% 33.3% Taper Length(fl) 25 25 25 25 Nhxh=Green(s) 14.0 14.0 14.0 14.0 14.0 24.0 24.0 14.0 24.0 Lane Uhl.Factor 1.00� 1.00 0.95 0.95 1.00 0.95 W 1.00 �195 Yellow Time(a) 3.5 4.0 3.5 4.0 3.5 4.5 4.5 3.5 4.5 Fit 0.904 0.931 0.850 0.967 All-Red Time(s) 2.5 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 Fk Protected 0.950= 0.950 M 0.950 M 0.950 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Satd.Flow(prot) Total Lost Tune(a) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 F1tPemiltted 0.640�0.314 JW 0.363 � 0.365� Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Satd.Flow(perm) 3422 0 Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Right Turn on Red Yea Vehicle Extension(a) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 i.Flow(RTOR) 312 81 182 40 Recall Ivbde None Nlin None N5n None Nlin Nlin None NAn Link Speed(mph) = 40 30 W 45 35 Walk Time(s) 6.0 6.0 6.0 6.0 6.0 Link Distance(ft) 869 668 1252 458 FlashDont Walk(s) 25.0 25.0 21.0 21.0 21.0 E r,.r Travel Time(s) 14.8 W 15.2 19.0 8.9 Pedestrian Calls(#Air) 0 0 0 0 0 d o Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Act Etta Green(s) 17.8 13.0 19.3 8.0 29.7 28.5 28.5 32.5 17.8 N Adj.Flow(vph) 413 118 Actuated g/C Ratio 0.25 0.18 0.27 0.11 0.41 0.40 0.40 0.45 0.25 N oo Shared Lane Tragic(%) v/c Ratio 0.40 0.58 0.26 0.41 0.65 0.43 0.16 0.12 0.61 C C Lane Group Flow(vph)_M 0 Control Delay 22.0 14.2 20.4 21.1 19.4 19.3 1.2 11.2 26.2 Q., w-a Enter Blocked Intersection No No No No No No No No No Nb No No Queue Delay 0.0 0.0 0.0 B 0.0 0.0 0.0 0.0 0.0 d !� Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Total Delay 22.0 14.2 20.4 21.1 19.4 19.3 1.2 11.2 26.2 p y p Nbdian Width(ft) 12 12 12 12 LOS C . B B B A B C C Q 11 LmkOSsegfl) 0 0 Approach Delay 16.0 20.9 17.3 25.0 C Q-Crosswalk Width(ft) 16 16 16 16 Approach LOS B B C d Q Ttvo way Left Turn Lane Queue Length 50th(ft) 46 36 22 20 74 110 0 10 101 V E D-Ieadw y Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Queue Length 95th(11) 93 78 135 169 4 28 155 CL G Turning Speed(mph) 15 15 � 15 Internal Lank Dist(it) 789 588 1172 378 N Number of Detectors 1 2 1 2 1 2 1 1 2 Tarn Bay Length(ft) 100 50 275 135 d Detector Template Left Left Thin. Right Leff Thtu Base Capacity(vph) 476 925 424 717 1187 in Leading Detector(#) 20 100 20 100 20 100 20 20 100 Starvation Cap Reductn 0 0 0 0 0 0 Trailing Detector(fl) 0 0 0 0Mj 0 0 Spillback Cap Reducm 0 0 0 0 0 0 0 0 0 Detector I Postuon(ft) 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 Reduced v/c Ratio 0.31 0.53 0.17 0.25 0.58 0.42 0.16 0.09 0.45 Detector 1 Type CI+Ex CI+Ex C1+Ex CN-Ex CI+Ex CI+Ex CI+Ex C1+Ex CI+Ex Detector 1 Channel _ Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4tea Type: Other Detector 1 Queue(s) 0.0 0.0 0.0 0.0 � 0.0 Cycle Lend'90 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Actuated Cycle Length:72 Detector 2 Position(ft) 94 94 Natural Cycle:60 Deteetor2 Size(ft) 6 6 6 6 Control Type:Actuated-Uncoordinated Detector Type CT+� �+ CI+Ex Nhxn=v/c Ratio:0.65 Detector 2 Channel Intersection Signal Delay.19.1 Intersection LOS:B - Detector 2 Extend(s) 0. 0.0 0.0 Intersection Capacity Uilization 62.7% ICU Level ofSetviceB Tura Type D.P+P NA D.P+P NA D.P+P NA Peron D.P+P NA Analysis Period(narn)15 Protected Phases 3 8 ' 4 5 2 Permitted Phases 4 8 6 2 2 10/24/2023 Synchm 11 Report 10/24/2023 Synchro 11 Report Kmiley--Hom Page 1 Kniley--Horn Page 2 Teasley Commercial TIA 2024-Background+Site-AM Teasley Commercial TIA 2024-Background+Site-AM Lanes,Volumes,Timings 1:Teasley&WindRlver&Lilliu,lvfller Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtmSch.) SphtsandPhases: 1:Teasley&Wind River&Liflian Miller , ' ` F t f, t !0704 =111 'EBL EBT EBR WBL WET MR MR SEL. s 20 s Lane Configurations ( T. 05 Traffic Volume(vph) 50 20 s Future Volume(vph) 50 Ideal Flow(vphpl) Storage Length(ft) 240 100 0 0 350 0 500 Storage Lanes 1 j 1AN� 0 1 0 1 Taper Length(ft) 25 25 25 25 Lane Utit Factor 1.00 1.� 1.00 1 1.00 0.91 0.91 0.91 1.00 Fit 0.850 0.909 0.949 Fk Protected 0.950 - 0.950- 0.950 0.950 Satd.How(prot) 0 0 1770 Fh Permitted 0.769 - 0.743- 0.326 0.201 Saul.Flow(pemi) 0 0 374 Right Turn on Red Saud.Flow(RTOR) 284 34 121 Link Speed(mph) 35 1w W35 = 45 Link Distance(ft) 786 516 634 E M Travel Trne(s) 15.3 10.1 9.6 N o Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 N Adj.Flow(vph) 58 00 V Shared lane Traffic(%) G = Lane Group Flow(vph) y (D Enter Blocked Intersection 11b No No No No No No 11b No No No No G1•y > Lane Alignment Left Left Right Left Left Right RNA Left Left Right RNA Left fA Nbdian Width(It) 12 12 12 O Q G LmkOfsegfl) 0 0 w d Q Crosswalk Width(ft) 16 16 16 U Two way Leff Turn Lane i G FkadwayFactor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _O Turning Speed(mph) 15 9 15� 9 15 9 9 15 d Number of Detectors 1 2 1 1 2 1 1 2 1 1 Q Detector Template Left Thin Right Left Th> Leff Leff Ttau left Leff Leadingatector(ft) 20 100 20 20 100 20 20 100 20 20 Trailing Detector(ft) 0 0 1 0 0 0 0 0 0 �) 0 Detector I Posiuon(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6� 6 ad§§Mm_ 6 MM 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex GFEx Detector 1 Channel = Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Position(ft) 94 94 - Detector2 Size(ft) 6 6 6 Detector 2 Type a+F. CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 Tom Type D.P+P NA Peron D.P+P NA D.P+P D.P+P NA RP-P D.P+P Protected Phases 3 8 5 5 2 1 1 Pemvned Phases 8 4 4 6 6 2 2 1024/2023 Synchm 11 Report 1024/2023 Synchro 11 Report Kmiley--Hom Page 3 Krriley--Flom Page 4 Teasley Commercial TIA 2024-Background+Site-AM Teasley Commercial TIA 2024-Background+Site-AM Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtmSch.) Lanes,Volumes,Timings 5:Teasley m&Ryan/Wheeler(EtSch.) 1 , -- 7 4- it .4\ I* /r L4 1s SET SBR Lane Group = EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL LanA[bnfigumtions Q"tT, Detector Phase 7 4 4 3 8 5 5 2 1 1 Traffic Volume(vph) 484 94 Switch Phase Future Volume(Wh) 484 94 Mrumurn Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 15.0 5.0 5.0 Ideal Flow(vphpl) 1900 1900 Mnimum Split(s) 12.0 11.0 11.0 12.0 12.0 12.0 12.0 21.0 12.0 12.0 Storage Length(ff) 0 Total Split(s) 20.0 30.0 30.0 20.0 30.0 20.0 20.0 40.0 20.0 20.0 Storage Lanes 0 Total Split(/) 18.2% 27.3% 27.3% 18.21% 27.3% 18.2% 18.2% 36.4% 18.2% 18.2% Taper Length(ft) Nhxh=Green(s) 13.0 24.0 24.0 13.0 23.0 13.0 13.0 34.0 13.0 13.0 Lane Uhl.Factor �.91 Yellow Time(s) 3.5 4.0 4.0 3.5 3.5 3.5 3.5 4.5 3.5 3.5 Fit 0.976 All-Red Time(s) 3.5 2.0 2.0 3.5 3.5 3.5 3.5 1.5 3.5 3.5 Fk Protected Lost Tmre Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Satd.Flow(prot) 4963 0 Total LostTnme(s) 7.0 6.0 6.0 7.0 7.0 7.0 6.0 7.0 Fk Permitted NONE", Lead/Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead Lead Said.Flow(Perim 4963 0 lead-Lag Optmrize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes tTum on Red Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Said.Flow(RTOR) 38 RecallMxle None None None None None None None Mn Alone None Link Speed(mph) 45 Walk Time(s) 5.0 5.0 5.0 5.0 E n link Distance(ff) 669 Flashlbnt Walk(s) 27.0 27.0 27.0 24.0 am o Travel Time(s) 10.1 Pedestrian Calls(#/hr) 0 0 0 0 H N Peak Hour Factor 0.86 0.86 Act Effct Green(s) 21.6 7.9 7.9 18.3 7.8 28.0 28.1 31.3 tH o Adj.Flow(vph) 563 109 Actuated g/C Ratio 0.29 0.11 0.11 0.24 0.10 0.37 0.38 0.42 Cr -Shared Lane Traffic(%) We Ratio 0.35 0.11 0.68 0.57 0.27 0.52 0.53 0.21 .. w-a Lane Group Flow(vph)jE 672 0 Control Delay 21.6 34.0 13.4 26.3 21.7 18.1 19.1 13.8 !� >Enter Blocked Intersection No No Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 G w O Lane Alignment Leff Right Total Delay 21.6 34.0 13.4 26.3 21.7 18.1 19.1 13.8 G Q cLNEdian Width(8) 12 LOS � C C B C C B B B O-LmkOSsegfl) = 0 Approach Delay 17.3 25.4 18.9 d Q Crosswalk Wrdth(ft) 16 Approach LOS I C B V G T.way Leff Thin Lane Queue Length 50th(fl) 55 9 0 76 9 52 126 14 C Headway Factor 1.00 1.00 Queue Length 95th(it) 114 31 51 149 43 103 188 37 y Thmnig Speed(mph) Internal Link Dist(it) 706 436 554 > Number of Detectors 2 Ttmt Bay Length(ff) 240 100 350 500 p Detector Template Base Capacity(vph) 456 2299 418 Leading Detector(ft) 100 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Trailing Detector(fl) 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Detector I Posaion(ft) 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 6 Reduced Vc Ratio 0.34 0.04 0.40 0.51 0.10 0.44 0.43 0.14 Detector 1 Type CI+Ex Detector 1 Channel Detector I Extend(s) 0.0 Area Type: Other Detector 1 Queue(s) 0.0 Cycle Length:110 Detector 1 Delay(s) 0.0 Actuated Cycle Length:74.9 Detector 2 Position(ff) 94 Natural Cycle:60 Detector2 Size(ff) 6 Control Type:Actuated-Uncoordinated Detector 2 Type CI+Ex Ivh.xn=v/c Ratio:0.68 Detector 2 Channel Intersection Signal Delay.20.7 Intersection IDS:C Detector 2 Extend(s) 0.0 Intersection Capacity UdLzatlon69.7% ICU Level ofServiceC Turn Type NA Amalysis Period(min)15 Protected Phases 6 Permitted Phases 10/24/2023 Synchm 11 Report 10/24/2023 Synchm 11 Report Kmiley--Hom Page 5 Kniley--loin Page 6 Teasley Commercial TIA 2024-Background+Site-AM Teasley Commercial TIA 2024-Background+Site-AM Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtmSch.) Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtmSch.) Splits and Phases: 5:Teasley&RyanfWheeler(Ehn Sch.) 1 �/ 1401 102 4"03 -*io4 $ Lane Gaup = SBT SBR I ■ Detector Phase 6 4105 + 05 J 07 �08 Switch Phase Mnintunlnitial(s) 15.0 Mnimum Split(s) 21.0 Total Split(s) 40.0 Total Split('/o) 36.4% Ivhxh=Green(s) 34.0 Yellow Time(s) 4.5 All-Red Time(s) 1.5 Lost Tane Adjust(s) 0.0 Total Lost Time(s) 6.0 Lead/Lag Lag Lead-Lag Optimize? Yes Vehicle Extension(s) 3.0 Recall Mile Mn Walk Time(s) 5.0 Flash Dont Walk(s) 24.0 RPedestrian Calls(#/hr) 0 N o Act Effct Green(s) 18.6 Actuated g/C Ratio 0.25 00 V We Ratio 0.53 G Control Delay 25.1 W Y Queue Delay 0.0 d y > Total Delay 25.1 c W 0 LOS C 1 CL O Q G Approach Delay 24.2 w d Q Approach LOS C U Q Queue Length 50th(fl) 91 M Queue Length 95th(fl) 140 _O hitemal Link Dist(fl) 589 d Turn Bay Length(ti) Q Base Capacity(vph) 2318 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced Vc Ratio 0.29 Intersection Suninary 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Kmiley--Horn Page 7 Kanley--Horn Page 8 Teasley Commercial TIA 2024-Background+Site-AM Teasley Commercial TIA 2024-Background+Site-AM Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson EBT EBR WBL WBT WBR NBU ML NUT NBRLa Lane Configurations T, I. ) ++I* I lanetonfigurations W, Traffic Volume(vph) 28 5 375 Traffic Volume(vph) 527 4 Future Volume(Wh) 28 5 375 Future Volume(Wh) 527 4 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 Storage Length(ft) 0 0 0 0 350 0 350 Storage Length(ft) 0 Storage Lanes 1 0 1 0 1 0 1 Storage Lanes 0 Taper Length(fl) 25 25 25 25 Taper Length(ft) Lane Uhl.Factor 1.00� 1.00 1.00 1.00 0.91 1.00 0.91 0.91 0.91 1.00 Lane Uhl.Factor Err 0.986 0.851 0.993 Err 0.999 Fk Protected 0.950- 0.950 0.950 � 0.950 Fk Protected i Satd.Flow(prot) 0 0 1770 Satd.How(prot) 5080 0 Flt Permitted 0.3� 0.73 M.422 0.351 Flt Permitted Satd.Flow(perm) Satd.Flow(perm) 5080 0 Right Turn r,n uP Yes Right Turn on Red des Satd.Flow i.. .y 3 403 7 Satd.Flow(RTOR) 1 Link Speed(mph) �0 30 Link Speed(mph) 45 Link Distance(11 429 558 1550 Link Distance(ft) 564 Travel Tnne(s)E N 9.8 12.7 qw 23.5 Travel Tmre(s) 8.5 Peak l bur FactaV 0 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Peak l bur Factor 0.91 0.91 Adj.Flow(,ph)�- S- 31 5 412 Adj.Flow(%ph) 579 4 Shared Lane Tra&j�,/o) Shared Lane Traffic(%) Lane Cnoup� y h) 0 0 417 Lane Group Flow(vph) 583 0 - Enter Bbcic Irr rsletlon No No No No No No Nb No No No No No Enter Mocked Intersection No No Lane AligmTiWt•y > Left Left Right left Leff Right RNA Left Leff Right RNA Left Lane Alignment Lei Right NEdia.WV.Rft)n 0 12 12 12 NEdian Width($) 12 LinkOffset(16 Q Q 0 0 LmkOfsegfl) 0 7 Cross"A Viwtlo)Q 16 16 16 Crosswalk Wrdth(ft) 16 Two way Lane Two way Leff Turn Lane FkadwayFacto ra 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FLeadw yFactor 1.00 1.00 Turning Speed( h) 15 9 15 15 Thmuig Speed(mph) Number ofDetetrs 1 2 1 2 1 1 2 1 1 Number of Detectors 2 DetectorTenraL* Deft Leff Left Thar left Detector Template Leadlogatca $) 20 100 20 100 20 20 100 20 20 Leading Detector($) 100 Trailing Detector(ft) MONE...0 0 0 0 0 0 JW 0 Trailing Detector(ft) 0 Detector I Position($) 0 0 0 0 0 0 0 0 0 Detector I Position(ft) 0 Detector 1 Size(ft) llllllo 20 6 20 20 6 i 20 Detector 1 Sizelft) 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CN-Ex CI+Ex CI+Ex CI+Ex CI+Ex CN-Ex Detector 1 Type CI+Ex Detector 1 Channel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 0. 0.0 Detector 1 Queue(s) 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 Detector 2 Position(ft) 94 Detector 2 Position(ft) 94 Detector2 Size(ft) 6 6 6 Detector2 Size(ft) 6 Detector 2 Type Fx Detector 2 Type CI+Ex Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) 0.0 Detector 2 Fxtend(s) 0.0 Turn Type D.P+P NA D.P+P NA D.P+P D.P+P NA D.P+P D.P+P Tum Type NA Protected Phases 8 5 5 1 Protected Phases 6 Pernitted Phases 8 4 6 6 2 2 Pernitted Phases 10/24/2023 Synchro 11 Report 1024/2023 Synchro 11 Report Kmiley--Hom Page 9 Knriley--Flom Page 10 Teasley Commercial TIA 2024-Background+Site-AM Teasley Commercial TIA 2024-Background+Site-AM Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson -- 7 ` -N t /,. L4 1* Splits and Phases: 6:Teasley&Robinson EBT EBR mL wBT WBR NB NBT NBR SBU sBL 401 102 ♦ 03 �L�-i 30 s Detector Phase 7 4 3 8 5 5 2 1 1 Switch Phase I'1©5 + 05 T Mninnan Initial(s) 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 8.0 Mninum Split(s) 13.5 23.5 13.5 23.5 13.5 13.5 23.5 13.5 13.5 Total Split(s) 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 20.0 Total Split(%) 19.0% 28.6% 19.0% 28.6% 19.0% 19.0% 33.3% 19.0% 19.0% Maxinnum Green(s) 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 14.5 Yellow Time(a) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Lost Tune Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Tore(a) 5.5 5.5 5.5 5.5 5.5 5.5 5.5 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead lead Lead-Lag Optinize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle ExrPncinn!l 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Nbw None None None None None None Mn None None Act Effct Green(a) 13.3 9.6 12.3 12.1 36.1 16.4 31.3 Actuated g/C Ratio 0.21 0.15 0.20 0.19 0.58 0.26 0.50 We Ratio E N 0.03 0.12 0.11 0.64 0.01 0.49 0.70 Control Delay 0 17.1 24.7 18.5 8.3 8.9 22.0 18.9 Queue Delay � 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay a) CD 17.1 24.7 18.5 8.3 8.9 22.0 18.9 LOS 0 >_ B C B A A C B Approach Dtly y 23.2 9.2 21.8 Approach UX• > C A C Queue Lena 50C® 2 8 11 1 1 62 49 Queue Lengtb A(a 11 36 31 76 9 141 #270 Internal Link�s�ft 349 478 1470 'Ilan Bay ) 350 350 Base Capaetty ) 459 743 504 880 700 2458 594 Starvation Cap I®ductn 0 0 0 0 0 0 0 Spillback Cap Ructn 0 0 0 0 0 0 0 Storage Cap Re ctn 0 0 0 0 0 0 0 Reduced u/c RrQ 0.02 0.04 0.07 0.46 0.01 0.27 0.70 Intersection Summary T Area Type: Other A Cycle Length:105 Actuated Cycle Length:62.4 Natural Cycle:80 Control Type:Actuated-Uncoordinated i Nbximum We Ratio:0.70 Intersection Signal Delay.15.5 Intersection LOS:B Intersection Capacity Utilization 70.1% ICU Ievel of Service C Analysis Period(nin)15 # 95th percentile volume exceeds capacity,queue maybe longer. Queue shown is nmirman after two cycles. 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Kimley--Horn Page 11 Kvnley-Horn Page 12 Teasley Commercial TIA 2024-Background+Site-AM Teasley Commercial TIA 2024-Background+Site-AM Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings Z Teasley&wheeler Ridge EBR WBL WBT WBR Detector Phase 6 lane Configurations T* +{T, Switch Phase 'Traffic Volume(vph) 14 461 11 119 Mm r u t hutial(s) 15.0 Future Volume(Wh) 14 461 11 3 Minimum Split(s) 23.5 Ideal Flow(vphpl) Total Split(s) 35.0 Storage Length(ff) 0 0 0 0 275 0 Total Split(%) 33.3% Storage Lanes 1 0 1 0 1 0 Nhxinnun Green(s) 29.5 Taper Length(ff) 25 25 25 Yellow Time(s) 3.0 Lane Uhl.Factor 1.00 1.00 1.00 0.91 1.00 All-Red Time(s) 2.5 Frt 0.855 0.853 0.996 Lost Time Adjust(s) 0.0 Fk Protected 0.950 � 0.950 �0.950 Total Lost Time(s) 5.5 Satd.Flow(prot) 0 0 d/Lag Lag Fh Permitted ' 0.682� 0.718 .43 Lead-Lag Optimize? Yes Said.Flow(perm) 0 0 Vehicle Extension(s) 3.0 Right Turn on Red E co RecallNbde Mn Said.Flow(RTOR) 58 115 3 CO CN Act Effet Green(s) 34.9 Link Speed(mph) 30 30 45 H N Actuated g/C Ratio 0.56 Link Distance(ff) 213 322 4573 G1 3 We Ratio 0.21 Travel Tune(s) qW 4.8 7.3 69.3 C C - Control Delay 10.1 Peak l lour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 -p Queue Delay 0.0 Adj.Flow(%ph) 15 496 12 3 N y > Total Delay 10.1 Shared Lane Traffic(%) 0 y 0 LOS B Lane Group Flow(vph) 30 508 0 0 C Q a Approach Delay 13.7 Enter BlockedLntersectlon No Nb No No No No No ADo Nb Nb No No T CL Q Approach LOS B Lane Alignment RNA Left Left Right Left Left Right RNA Left Left Right RNA N Queue Length 501h(fl) 21 Nbdian Width(ff) 12 12 12 V E Queue Length 95th(fl) III Lmk Of set(fl) 1 0 0 O Internal hilt Dist(ft) 484 Crosswalk Wrdth(ft) 16 16 16 y Thin Bay Length(1) Ttco way Leff Turn Lane 1 > Base Capacity(vph) 2873 I-LeadwayFactor 1.00 1.00 1.00 1.00 1.00 1.00 1.W 1.00 1.00 1.00 1.00 1.00 N p Starvation Cap Reducta 0 Turning Speed(mph) F-9 15 �15 9 9 Spillback Cap Reductn 0 Number of Detectors 1 1 2 1 2 1 1 2 1 Storage Cap Reductn 0 Detector Template loft Leff ! Leff Thm OW Leff Leff Tl Leff Reduced We Ratio 0.20 Leading Detector(11) 20 20 100 20 100 20 20 100 20 unary i Trailing Detector(ft) 0 0 0 0 0 0 0 0 0 Detector I Pos uon(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 20 6 20 6 20 20 6 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Chanel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ff) 94 94 94 Detector2 Size(ft) 6 6 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 Turn Type D.P+P D.P+P NA D.P+P NA D.P+P D.P+P NA D.P+P Protected Phases 3 8 5 5 2 1 Pemvtted Phases 8 8 4 6 6 2 10/24/2023 Synchro 11 Report 1024/2023 Synchro 11 Report Kmiley--Horn Page 13 Kniley--Flom Page 14 Teasley Commercial TIA 2024-Background+Site-AM Teasley Commercial TIA 2024-Background+Site-AM Lanes,Volumes,Timings Z Teasley&wheeler Ridge Lanes,Volumes,Timings Z Teasley&wheeler Ridge Lane Group = EBL EBT EBR ABL w13T WBR NBU NBL NBT NBR SBU Lane Configurations Detector Phase 7 7 4 3 8 5 5 2 1 Traffic Volume(vph) 57 506 14 Switch Phase Future Volume(Wh) 57 506 14 Mmmunt Initial(s) 8.0 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 Ideal Flow(vphpl) 1900 1900 1900 Mnimum Split(s) 13.5 13.5 13.5 13.5 13.5 13.5 13.5 20.5 13.5 Storage Length(ft) 275 0 Total Split(s) 20.0 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 Storage Lanes 1 �JEE6, 0 Total Split(/) 19.0% 19.0% 28.6% 19.0% 28.6% 19.0% 19.0°/ 33.3% 19.0% Taper Length(ft) 25 Nhxh=Green(s) 14.5 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 Lane Uhl.Factor 1.00 Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Fit 0.996 All-Red Ture(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Fk Protected 0.950 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Said.Flow(prot) 1770 5065 0 Total Lost Time(s) 5.5 5.5 5.5 5.5 5.5 5.5 --emitted 0.455 Lead/Lag Lead Lead Lag Lead Lag Lead Lead Lag Lead Said.Flow(Perim 848 5065 0 lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes _ Right Turn on Red Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Said.Flow(RTOR) 4 Recall Mxle None None None None None None None Mn _ E N Link Speed(mph) 45 Walk Tune(s) 5.0 5.0 5.0 H Link Distance(ft) 1550 FlashDont Walk(s) 26.0 26.0 19.0 d o Travel Time(s) 23.5 Pedestrian Calls(#Au) 0 0 0 V Peak Hour Factor 0.93 0.93 0.93 Act Effct Green(s) 11.2 10.8 12.1 8.7 25.3 21.5 p Adj.Flow(vph) 61 544 15 Pewated g/C Ratio 0.23 0.22 0.25 0.18 0.53 0.45 y y Shared Lane Traffic(%) v/c Ratio 0.11 0.15 0.06 0.31 0.05 0.22 G 'y >Lane Group Flow(vph)_M 64 559 0 Control Delay 14.6 8.3 14.1 8.7 8.6 14.6 to Enter Blocked Intersection No No No Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Q L Lane Alignment - Left Left Right Total Delay 14.6 8.3 14.1 8.7 8.6 14.6 >' C Q NEdian Width(ft) 12 LOS B A B A A B 0 £ LmkOfrsegfl) = 0 Approach Delay 10.9 9.6 14.2 O. Crosswalk Wrdth(ft) 16 Approach LOS B A B C T.way Left Thin Lane Queue Length 50fh(fl) 10 1 5 1 3 37 > Headway Factor 1.00 1.00 1.00 Queue Length 95th($) 27 29 18 39 18 86 Tunmg Speed(mph) Internal Link Dist(R) 133 242 4493 Number of Detectors 1 2 Tana Bay Length(ft) 275 Detector Template Base Capacity(vph) 632 893 635 917 763 3492 Leading Detector(#) 20 100 Starvation Cap Reductn 0 0 0 0 1 0 0 Trailing Detector(ft) 0011111116P Spillback Cap Reduoht 0 0 0 0 0 0 Detector I PosWn(ft) 0 0 Storage Cap Reductn 0 0 0 0 Detector I Size(ft) Reduced We Ratio 0.06 0.07 0.04 0.13 0.04 0.15 Detector I Type CI+Ex CI+Ex IntersectionSuuxnary Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 Area Type: Other Detector 1 Queue(s) Cycle Length:105 Detector 1 Delay(s) 0.0 0.0 Actuated Cycle Length:48 Detector 2 Position(ft) Natural Cycle:65 Letector2 Size(ft) 6 Control Type:Actuated-Uncoordinated Detector 2 Type Nhxnnum v/c Ratio:0.31 r Detector 2 Channel Intersection Signal Delay.12.7 Intersection LOS:B - Detector 2 Extend(s) Intersection Capacity Utilization 41.7% ICU Level of Service A Thin Type D.P+P NA Analysis Period(min)15 Protected Phases 1 6 Permitted Phases 2 10/24/2023 Syncbro I I Report 10/24/2023 Synchm I I Report Kmiley--Hom Page 15 Kvnley--loin Page 16 Teasley Commercial TIA 2024-Background+Site-AM Teasley Commercial TIA 2024-Background+Site-AM Lanes,Volumes,Timings z Teasley&Wheeler Ridge Lanes,Volumes,Timings z Teasley&Wheeler Ridge SphtsandPhases: 7:Teasley&Wheeler Ridge . 1 f/ 1401 I I G' `G' 4 Lane Gaup = SBL SBT SBR I Detector Phase 1 6 1'f 05 + G5 �T 08 Switch Phase Mrintunlnitial(s) 8.0 15.0 Mnimun,Split(s) 13.5 20.5 Total Split(s) 20.0 35.0 Total Split(%) 19.01/o 33.3% Ivhxh=Green(s) 14.5 29.5 Yellow Time(s) 3.0 3.0 All-Red Time(s) 2.5 2.5 Lost Tune Adjust(s) 0.0 0.0 Total Lost Time(s) 5.5 5.5 Lead/Lag Lead Lag Lead-Lag Opt¢nize? Yes Yes Vehicle Extension(s) 3.0 3.0 Recall Mile None Mn Walk Tune(s) 5.0 Flash Dont Walk(s) 19.0 RPedestrian Calls(#/hr) 0 N o Act Effct Green(s) 24.2 24.3 - Actuated g/C Ratio 0.50 0.51 00 V We Ratio 0.11 0.22 ' G _ Control Delay 8.8 12.9 r Queue Delay 0.0 0.0 _ 44i y > Total Delay 8.8 12.9 c N 0 LOS ........ A B CL O Q G Approach Delay 12.4 w d Q Approach LOS B U a) Queue Length 50th(fl) 6 20 M Queue Length 95th(11) 31 94 _O Internal Link Dist(fl) 1470 d 11mr Bay Length(fl) 275 Q Base Capacity(vph) 774 3492 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced We Ratio 0.08 0.16 Intersection Sunxnary, 10/24/2023 Synchro 11 Report 10/24/2023 Synchm 11 Report Kmiley--Horn Page 17 Kniley--Horn Page 18 Teasley Commercial TIA 2024-Background+Site-AM Teasley Commercial TIA 2024-Background+Site-AM HCM 6th TWSC 3:Teasley&Hunters CreekRd/Heights Blvd HCM 6th TWSC 4:Teasley&CentralIkive Intersection IF Intersection IV M bit Delay,s/veh 14.9 hit alay,s/veh 0.2 Ivbvement EBL EBT EBR WBL WBT MR NBL NBT ME SBL SBT SBR Ivbvement EBL EBR NBL NBT Lane Configurations +T+ r'k )ttr. )TtT. Lane Configurations r Ttt tTT. Traffic Vol,veh/h Traffic Vol,veh/h 0 27 0 747 604 33 - Future Vol,veh/h Future Vol,veh/h 0 27 0 747 604 33 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Fir- Conflicting Peds,#/hr 0 0 0 0 0 0 - Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Sign Control Stop Stop Free Free Free Free RTChannelized - - None - - None - - None - - None RTChannelized - None - None - None Storage Length 275 275 Storage Length 0 - Veh in Adian Storage,# - 1 1 0 - 0 Veh in Adian Storage,# 0 - 0 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Grade,% 0 - - 0 0 - PeakHourFactor 83 83 83 83 83 Peak Hour Factor 92 92 92 92 92 92 vy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 Mint Flow N Airt Flow 0 29 0 812 657 36 c£6 N lyhior/Mno Mnor2 Mnorl Nbiorl Mnjor2 Nbior/Mno Mnor2 Nhlo H N Conflicting Flow All 0 0 Conflicting Flow All 347 0 0 Stage - - - - - - - Stage 1 - - - - v o Stage - - Stage 2 pCritical Hdvy 6.44 6.54 7.14 6.44 6.54 7.14 5.34 5.34 Critical Hdvy 7.14 - t0 �r- Criticall-IdwyStg I 7.34 5.54 - 7.34 5.54 - - - - - - - Criticall-IdwyStg I - - - - - - 'y Crioad-]iiwy Stg 2 6.74 5.54 - 6.74 5.54 - - - Cribml FId"Stg 2 - - tn i Follow-up Fldwy 3.82 4.02 3.92 3.82 4.02 3.92 3.12 - - 3.12 - - Followup Fldwy - 3.92 - - - - O Q Q Pot Cap-1 Maneuver 527 548 510 Pot Cap-1 Maneuver 0 554 0 Q Stage - - - Stage 1 0 - 0 U Stage - - - Stage 2 0 - 0 E Platoon blocked,% - - - - Platoon blocked,% - - - Lvbv Cap-1 Mtneuver 527 548 510 Lvbv Cap-1 Mtneuver - 554 - Nbv Cap-2 Nhneuver 188 157 - 126 143 - - - - - - - Nbv Cap-2 Nhneuver - - - - - - O Stage Stage 1 Stage Stage 2 Approach EB 'AB NB SB Approach EB NB SB FICM Control a lay,s 81.7 61.8 2.1 0.2 FICMControlalay,s 11.9 0 0 HCMLOS F F HCMLOS B NLnOrLane/NbjorNlvntt ML NBT N3REBLn1WBLn1 SBL SBL SBR NLnOrLane/NhiorNfaad NBTEBLnl SBT SBR Capacity(veh/h) 548 276 151 510 Capacity(veh/h) 554 I ICMLane V/C Ratio 0.255 0.947 0.622 0.028 HCMLane V/C Ratio 0.053 HCvLControl Delay(s) 13.8 81.7 61.8 12.3 HCviControlLklay(s) 11.9 FILM Lane LOS B - - F F B - - FICM Lane LOS - B - - FICM95th%tile Q(veh) 1 9 3.4 0.1 FICM95th%tile Q(veh) 0.2 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Kimley--Hom Page 1 Kva ley-Hon Page 2 Teasley Commercial TIA 2024-Background+Site-AM HCM 6th TWSC 8:Ryan&South Dive Intersection 1nt Delay,s/veh 1.7 Ivbvement EBL EBT WBT WBR SBL SBR Lane Configurations *T '+ Y Traffic Vol,veh/h Future Vol,veh/h Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RTChannelized - None - None - None Storage Length - - - - 0 - Veh in Adian Storage,# - 0 0 0 Grade,% - 0 0 - 0 - PeakHourFactor 86 86 86 86 86 86 -- ivy Vehicles,% 2 2 2 2 2 2 Mint Flow - E m Nhjor/Mnor Nhjorl - Mnor2 H N Conflicting Flow All 333 0 0 796 302 o Stage 1 - - - 302 - v CD Stage 2 - 494 - C Critical Hdvy 4.12 6.42 6.22 C Critical FIdwy Stg 1 - - - - 5.42 - d H > Critica11ldwyStg2 - 5.42 - 0 y FollowupFldwy 2.218 - - - 3.518 3.318 O Q Q Pot Cap-1 Maneuver 1226 356 738 N Q Stage I - - - - 750 - U Stage 2 - 613 - Q Platoon blocked, Ivbv Cap-I Mrueuver 1226 343 738 N Nbv Cap-2 Nhneuver - - - - 343 - NStage 1 - - - - 723 - Stage 2 613 Approach EB NAB SB HCMControl Delay,s 0.6 0 15.4 HCMLOS C Minor Lane/Nhjor Ant EBL EBT WBT WBR SBLn1 Capacity(veh/h) 1226 423 I ICMlane V/C Ratio 0.028 0.179 HCN[ControlDelay(s) 8 0 15.4 HCMLaneLOS A A - - C HCM95th%tile Q(veh) 0.1 0.6 10/24/2023 Synchro I I Report Ktmley--Hour Page 3 Teasley Commercial TIA 2024-Background+Site-PM Teasley Commercial TIA 2024-Background+Site-PM Lanes,Volumes,Timings 1:Teasley&wmdRiver&IruianNliller Lanes,Volumes,Timings 1:Teasley&Ward River&LillianMiller ER )NM V SLR, Lane Group Lane Configurations Q''Ft ) +T, I ++ Danetonfigurations +T, Traffic Volume(vph) 1 64 Traffic Volume(vph) 551 203 Future Volume(Wh) 1 64 Future Volume(Wh) 551 203 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 Storage Length(ft) 100 0 50 0 275 0 135 Storage Length(ft) 0 Storage Lanes 1 0 1 0 1 1 1 Storage Lanes �Q - Taper Length(ft) 25 25 25 25 Taper Length(ft) Lane Utit Factor 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 �5 1.00 Lane Utit Factor - Fit 0.892 0.945 0.850 Fit 0.960 Fk Protected 0.950 0.950 a 0.950 0.950 Fk Protected - Saul.Flow(prot) 1583 0 1770 Satd.How(prot) 3398 0 Fk Pemvtted �0.461 0.244 = 0.165 0.292 Fk Permitted - " ''Flow(perm) 544 Said.Flow(perm) 3398 0 Right Turn on Red PM Right Turn on Red Said.Flow(MR) 449 109 182 Said.Flow(MR) 57 RLink Speed(mph) 40 30 Link Speed(mph) 35 - co Link Distance(ft) 869 668 1252 Link Distance(ft) 458 H N T.Vt,IT.(s) 14.8 15.2 19.0 Travel Tnre(s) 8.9 - d o Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Peak Hour Factor 0.91 0.91 U Adj.Flow(vph) 1 70 Adj.Flow(vph) 605 223 0 Shared lane Traffic No) Shared Lane Traffic(%) C y y Lane Group Flow(%ph) Lane Group Flow(vph) 828 0 C.N C Enter Blocked Intersection No No No No No No No No No No No No Enter Blocked Intersection Afo No Q "Lane Alignment �A Left Left Right Left Left Right Leff Left Right R NA Left Lane Alignment Left Right - QNEdian Width(ft) 12 12 12 NEdian Width(ft) 12 .a:`a QLinkOffset(ff) 0 0 0 LmkOfsegfl) 0 (� E Crosswalk Wrdth(ft) 16 16 16 Crosswalk Wrdth(ft) 16 OTwo way Leff Turn Lane TuowayLeff Turn Lane FkadwayFactor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FleadwayFactor 1.00 1.00 j Thmnig Speed(mph) MW 15 9 15 9-� 15 Thmuig Speed(mph) N Number of Detectors 1 1 2 1 2 1 2 1 1 1 Number ofatectors 2 Detector Template Left Thin leg Thru Right Ieft Left Detector Template Leading Detector(ft) 20 20 100 20 100 20 100 20 20 20 Leading Detector(11) 100 Trailing Detector(fl) �0 0 jML 0 0 0 0 Trailing Detector(ft) 0 Detector I Postoon(ft) 0 0 0 0 0 0 0 0 0 0 Detector I Position(ft) 0 Detector 1 Size(ft) 20 20 20 Detector 1 Size(ft) 6 Detector 1 Type CI+Ex CI+Ex CI+Ex Offix CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Type CI+Ex Detector 1 Charnel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 Detector 2 Position(ft) 94 94 Detector 2Position(ft) 94 Detector2 Size(ft) 6 6 6 Detector2 Size(ft) 6 Detector 2 Type CI+Ex CI+Fx Detector 2 Type CI+Ex Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) 0.0 Detector 2 Extend(s) 0.0 Tura Type custom D.P+P NA D.P+P NA D.P+P NA Perm custom D.P+P Tom Type NA Protected Phases 7 4 5 -1111W- 1 Protected Phases 6 Permitted Phases 3 4 8 6 2 1 2 Permitted Phases 10/24/2023 Synchro 11 Report 1024/2023 Synchro 11 Report Eanley--Horn Page 1 Kariley--Hon Page 2 Teasley Commercial TIA 2024-Background+Site-PM Teasley Commercial TIA 2024-Background+Site-PM Lanes,Volumes,Timings 1:Teasley&wmdRiver&Irma,lvfller Lanes,Volumes,Timings 1:Teasley&wmdRiver&IruianNl&r n -0 t \ t P L4 �► 1 r EBT EBR ABL my WBR NBL NBT NBR SBU sBL Lane Gaup = SBT SBR Detector Phase 31 3 8 7 4 5 2 2 1 1 Detector Phase 6 Switch Phase Switch Phase Mnlniurn Initial(s) 4.0 5.0 4.0 5.0 4.0 15.0 15.0 4.0 4.0 Mnlniurn Initial(s) 15.0 Mnimum Split(s) 10.0 10.0 11.0 10.0 11.0 10.0 21.0 21.0 10.0 10.0 Mnimum Split(s) 21.0 Total Split(s) 20.0 20.0 20.0 20.0 20.0 20.0 30.0 30.0 20.0 20.0 Total Split(s) 30.0 Total Split(%) 22.2% 22.2% 22.2% 22.2% 22.2% 22.2% 33.3% 33.3% 22.2% 22.2% Total SplitClo) 33.3% Maxiniarn Green(s) 14.0 14.0 14.0 14.0 14.0 14.0 24.0 24.0 14.0 14.0 Maxh=Green(s) 24.0 Yellow Time(s) 3.5 3.5 4.0 3.5 4.0 3.5 4.5 4.5 3.5 3.5 Yellow Time(s) 4.5 All-Red Time(s) 2.5 2.5 2.0 2.5 2.0 2.5 1.5 1.5 2.5 2.5 All-Red Titre(s) 1.5 Lost Trtne Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lost Trtne Adjust(s) 0.0 Total Lost Tune(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Total Lost Time(s) 6.0 Lead/Lag Lead Lead Lag Lead Lag Lead Lag Lag Lead Lead Lead/Lag Lag lead-LagGlptirnze? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Lead-LagGlptinize? Yes "'icle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Vehicle Extension(s) 3.0 Recall Mxle None None Mn None Mn None Mn Mn None None Recall Nbde Mn - Walk Time(s) 6.0 6.0 6.0 6.0 Walk Time(s) 6.0 Flash Dont Walk(s) 25.0 25.0 21.0 21.0 Flash Dont Walk(s) 21.0 R N Pedestrian Calls(#/Iv) 0 0 0 0 Pedestrian Calls(#/hr) 0 H N Act BRA Green(s) 23.0 16.4 24.4 10.8 36.9 32.3 32.3 38.3 Act BRA Green(s) 22.8 N o Actuated g/C Ratio 0.27 0.20 0.29 0.13 0.44 0.38 0.38 0.46 Actuated g/C Ratio 0.27 r 0 v/c Ratio 0.60 0.72 0.44 0.63 1.07 0.51 0.17 0.20 v/c Ratio 0.86 - p R Control Delay 28.4 17.2 24.7 29.2 89.9 23.6 1.4 13.3 Control Delay 38.3 c N y Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Delay 0.0 'y C Total Delay 28.4 17.2 24.7 29.2 89.9 23.6 1.4 13.3 Total Delay 38.3 C a G LOS = C B C C F C A B LOS D CL Approach Delay 19.9 28.0 43.4 Approach Delay 36.3 r Q Approach LOS B C D Approach LOS D (, E Queue Length 50th(fl) 88 67 46 60 -201 157 0 19 Queue Length 50th(fl) 210 G. Queue Length 95th(fl) 146 138 85 104 #400 235 11 43 Queue Length 95th(fl) #326 Internal Lark Dist(it) 789 588 1172 Internal Link Dist(fl) 378 j Turn Bay Length(tt) 100 50 275 135 Turn Bay Length(tt) N Base Capacity(vph) 407 984 367 651 379 1360 720 481 Base Capacity(vph) 1016 Starvation Cap Reductn 0 0 0 JJJW- 0 0 Starvation Cap Reductn Spillback Cap ReduLtn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn Reduced v/c Ratio 0.55 0.72 0.34 0.51 1.07 0.51 0.17 0.15 Reduced We Ratio 0.81 Intersection S Intersection Suninary Area Type: Other Cole Length:90 Actuated Cycle Length:84.1 Natural Cycle:80 qW Control Type:Actuated-Uncoordinated Ivhxn=v/c Ratio:1.07 Intersection Signal Delay 33.3 Intersection LOS:C Intersection Capacity Utilization 88.2% ICU Level of Service E Analysis Period(nin)15 Vohitne exceeds capacity,queue is theoretically infinite. Queue shown is tnaxarnnn after two cycles. 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Kmiley--Hum Page 3 Kruley--Horn Page 4 Teasley Commercial TIA 2024-Background+Site-PM Teasley Commercial TIA 2024-Background+Site-PM Lanes,Volumes,Timings 1:Teasley&WindRlver&IillianNfller Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtmSch.) # 95th percentUe vohune exceeds capacity,queue maybe longer. , ' ` F t f, t l! y Queue shown is maximrmr after two cycles. LET EBR WBL-WBR NBU Splits and Phases: 1:Teasley&&Wind River&Lillian N311er Dane Configurations I + I I ++T �01 11 02 ,03 04 Traffic Volume(vph) 206 ' 25 1 6 30 s 20 s Future Vol une(Wh) 827 25 1 6 Ideal Flow(vphpl) 05 - - 8 Storage Length(ft) 240 100 0 0 350 0 500 30 s 20 s 1 Storage Lanes 1 L 1 1 0 1 Taper Length(ft) 25 25 25 25 Lane Uhl.Factor 1.00 1.00 1M 1.00 �.91 1.00 0.91 0.91 0.91 1.00 Frt 0.850 0.914 0.996 Fk Protected 0.950� 0.950 0.950 0.950 Satd.How(prot) 0 0 1770 Fh Permitted - 0.757 0.176 0.282 Satd.Flow(perm) 0 0 525 Right Turn on Red Satd.Flow(RTOR) 279 8 4 Link Speed(mph) 35 45 Link Distance(ft) 786 516 634 E M Travel Tune(s) 15.3 10.1 9.6 N o Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 N 00 Adj.Flow(vph) 861 26 1 6 V Shared lane Traffic(%) G _ Lane Gaup Flow(vph) 430 887 0 0 7 C y d Enter Blocked Intersection No Nb No No No No No No No No No No 41•y > Lane Alignment Left Left Right Left Leff Right RNA Left Left Right RNA Left c fA NEdian Width(ft) 12 12 12 O Q G LmkOfsegfl) 0 0 w Q Crosswalk Width(ft) 16 16 16 U Tvm way Leff Tura Lane i G Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _O Ttunurg Speed(mph) 15 9 15� 9 15 9 9 15 d Number of Detectors 1 2 1 1 2 1 1 2 1 1 Q Detector Template Left Thin Right Led Th> Leff Leff Thm left Leff Leadutgatector(ft) 20 100 20 20 100 20 20 100 20 20 Trailing Detector(ft) 0 0 1 0 0 0 0 0 0 M 0 Detector I Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6� 6 ddjjMM_ 6 MM 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Cl-Ex Detector 1 Channel = Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ff) 94 94 - Detector-2 Size(ft) 6 6 6 Detector 2 Type C1+Fx CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 Turn Type D.P+P NA Pert D.P+P NA D.P+P D.P+P NA D.P+P D.P+P Protected Phases 3 8 5 5 2 1 1 Pertitted Phases 8 4 4 6 6 2 2 10/24/2023 Synchro 11 Report 1024/2023 Synchm 11 Report Kmiley--Hom Page 5 Kriley--Flom Page 6 Teasley Commercial TIA 2024-Background+Site-PM Teasley Commercial TIA 2024-Background+Site-PM Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtmSch.) Lanes,Volumes,Timings 5:Teasley m&Ryan/Wheeler(EtSch.) 1 , -- 7 4- it .4\ I* /r L4 1s Lane Gnnrp�SB1' Lane Group = EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL LaneVonfigurations +"['T, Detector Phase 7 4 4 3 8 5 5 2 1 1 Traffic Volume(vph) 831 186 Switch Phase Future Volume(Wh) 831 186 Mm win Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 15.0 5.0 5.0 Ideal Flow(vphpl) 1900 1900 Mnimum Split(s) 12.0 11.0 11.0 12.0 12.0 12.0 12.0 21.0 12.0 12.0 Storage Length(ft) 0 Total Split(s) 20.0 30.0 30.0 20.0 30.0 20.0 20.0 40.0 20.0 20.0 Storage Lanes _ 0 Total Split(%) 18.2% 27.3% 27.3% 18.21% 27.3% 18.2% 18.2% 36.4% 18.2% 18.2% Taper Length(ft) Nhxh=Green(s) 13.0 24.0 24.0 13.0 23.0 13.0 13.0 34.0 13.0 13.0 Lane Uhl.Factor �1 Yellow Time(s) 3.5 4.0 4.0 3.5 3.5 3.5 3.5 4.5 3.5 3.5 Fit 0.973 All-Red Time(s) 3.5 2.0 2.0 3.5 3.5 3.5 3.5 1.5 3.5 3.5 Fk Protected Lost Tmre Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Satd.Flow(prot) 4948 0 Total Lost Tune(s) 7.0 6.0 6.0 7.0 7.0 7.0 6.0 7.0 Fh Pemvtted NONE", Lead/Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead Lead Said.Flow(perm) 4948 0 lead-Lag Optunize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Right Turn on Red Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Said.Flow(RTOR) 47 Recall Mxle None None None Noire None None None Mn None None -__Speed(mph) 45 Walk Time(s) 5.0 5.0 5.0 5.0 Link Distance(ft) 669 FlashDont Walk(s) 27.0 27.0 27.0 24.0 Travel Time(s) 10.1 Pedestrian Calls(#Au) 0 0 0 0 E co Peak Hour Factor 0.96 0.96 Act EffA Green(s) 15.0 12.3 12.3 13.8 6.2 35.3 41.5 41.4 d o Adj.Flow(%ph) 866 194 Actuated g/C Ratio 0.21 0.17 0.17 0.19 0.08 0.48 0.57 0.57 H N Shared Lane Traffic(%) We Ratio 0.59 0.01 0.56 0.09 0.09 1.02 0.31 0.02 d o Lane Group Flow(vph)jM 1060 0 Control Delay 32.9 32.5 9.6 23.8 27.9 71.6 10.4 8.7 Enter Blocked Intersection No Nv Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ., -a Lane Alignment Left Right Total Delay 32.9 32.5 9.6 23.8 27.9 71.6 10.4 8.7 y .T j NEdian Width(ff) 12 IDS � C C E B A y a LinkOffseKff) = 0 Approach Delay 19.8 25.3 30.4 a Q 0.Crosswalk Wrdth(ft) 16 Approach LOS C C > Q T.way Leff Tum Lane Queue Length 50th(ft) 84 1 0 9 2 131 54 1 U H �Headway Factor 1.00 1.00 Queue Length 95th(fl) 165 U- 22 #431 165 8 Ilunnig Speed(mph) � 9 Intemal Link Dist(ft) 706 436 554 p Number of Detectors 2 Tlmr Bay Length(ft) 240 100 350 500 d Detector Template Base Capacity(vph) 422 2879 533 y Leading Detector(ft) 100 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Trnrling Detector(ft) 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Detector I Posaion(ft) 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 6 Reduced Vc Ratio 0.55 0.00 0.39 0.07 0.03 1.02 0.31 0.01 Detector 1 Type CI+Ex Intersection Summary Detector 1 Channel Detector I Extend(s) 0.0 Area Type: Other Detector 1 Queue(s) 0.0 Cycle Length:110 Detector 1 Delay(s) 0.0 Actuated Cycle Length:73 Detector 2 Position(ff) 94 Natural Cycle:70 Detector2 Size(ft) 6 Control Type:Actuated-Uncoordinated Detector 2 Type CI+Ex Nhxn=v/c Ratio:1.02 Detector 2 Channel Intersection Signal Delay.25.9 Intersection IDS:C Detector 2 Extend(s) 0.0 Intersection Capacity Utilization84.7% ICU Level ofServiceE Turn Type NA .analysis Period(min)15 Protected Phases 6 # 951hpereennle volume exceeds capacity,queue maybe longer. Permitted Phases Queue shown is maxurnvn after two cycles. 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Kinney--Horn Page 7 Kniley--loin Page 8 Teasley Commercial TIA 2024-Background+Site-PM Teasley Commercial TIA 2024-Background+Site-PM Lanes,Volumes,Timings 5:Teasley&Ryan/wneeler(EtmSch.) Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtmSch.) Splits and Phases: 5:Teasley&RyanfWheeler(Ehn Sch.) 1 �/ 1401 102 4"03 -*io4 $ Lane Gaup = SBT SBR I ■ Detector Phase 6 4105 + 05 J 07 �08 Switch Phase Mnintunlnitial(s) 15.0 Mnimum Split(s) 21.0 Total Split(s) 40.0 Total Split('/o) 36.4% Ivhxh=Green(s) 34.0 Yellow Time(s) 4.5 All-Red Time(s) 1.5 Lost Tane Adjust(s) 0.0 Total Lost Time(s) 6.0 Lead/Lag Lag Lead-Lag Optimize? Yes Vehicle Extension(s) 3.0 Recall Mile Mn Walk Time(s) 5.0 Flash Dont Walk(s) 24.0 RPedestrian Calls(#/hr) 0 N o Act Effct Green(s) 22.9 Actuated g/C Ratio 0.31 00 V We Ratio 0.67 G Control Delay 23.4 W Y Queue Delay 0.0 d y > Total Delay 23.4 c W 0 LOS C 1 CL O Q G Approach Delay 23.3 w d Q Approach LOS C U Q Queue Length 50th(fl) 130 M Queue Length 95th(fl) 225 _O hitemal Link Dist(fl) 589 d Turn Bay Length(ti) Q Base Capacity(vph) 2395 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced Vc Ratio 0.44 Intersection Summary 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Kmiley--Horn Page 9 Kvnley--Horn Page 10 Teasley Commercial TIA 2024-Background+Site-PM Teasley Commercial TIA 2024-Background+Site-PM Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson WBR NBu NBL NBT NBR Lane Configurations 'Ft 'Ft ) ++I:t I lanetonfigurations W, Traffic Volume(vph) 14 775 35 19 352 Traffic Volume(vph) 815 14 Future Volume(Wh) 14 775 35 19 352 Future Volume(Wh) 815 14 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 Storage Length(ff) 0 0 0 0 350 0 350 Storage Length(ff) 0 Storage Lanes 1A� 0 1 0 1 0 1 Storage Lanes 0 Taper Length(fl) 25 25 25 25 Taper Length(ft) Lane Uhl.Factor 1.00jjw 1.00 1.00 I� 0.91 1.00 0.91 0.91 0.91 1.00 Lane Uhl.Factor Err 0.979 0.858 0.994 Err 0.997 Fk Protected 0.950- 0.950 � 0.950 0.950 Fk Protected Satd.Flow(prot) 0 0 1770 Satd.How(prot) 5070 0 Fk Permitted 0.357- 0.85 M292 0.250 Fk Permitted Satd.Flow(penm Sad.Flow(penm 5070 0 Right Turn on Red M Yes Right Turn on Red I ,I.Flow(RTOR) 2 454 6 Satd.Flow(RTOR) 2 >anx Speed(mph) q30 30 9WMF�45 Link Speed(mph) 45 Link Distance(ft) 429 558 1550 Link Distance(ft) 564 T1aveI Tune(s) 9.8 12.7 23.5 T1avele(s) 8.5 R N Tim Peak l bur Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Peak l bur Factor 0.94 0.94 IQ N Adi Flow(%ph) 15 824 37 20 374 Adj.Flow(%ph) 867 15 co Shared Lane Tragic(%) Shared Lane Traffic(%) C L) o Lane Group Flow(vph) 861 0 0 394 Lane Group Flow(vph) 882 0 - p = Enter Blocked Intersection No Nb No No No No No No Nb Nb No No Enter Blocked Intersection No No yy lane Alignment Left Left Right Left Left Right RNA Left Left Right RNA Left Lane Alignment Left Right d 'y > Nbdian Width(ft) 12 12 12 Nbdian Width(ft) 12 H 00 LinkOffset(ft) 0 0 LmkOfsegfl) 0 Q G Crosswalk Wndth(ft) 16 16 16 Crosswalk Wndth(ft) 16 > Q Two way Leff Turn Lane Two way Leff Turn Lane V E FkadwayFactor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FkadwayFactor 1.00 1.00 p. Turning Speed(mph) 15 9 15 15 Turning Speed(mph) Number of Detectors 1 2 1 2 1 1 2 1 1 Number of Detectors 2 > Detector Template Left Leff Left Thar left Detector Template a) Leadlogatector(ft) 20 100 20 100 20 20 100 20 20 Leading Detector(11) 100 Trailing Detector(fl) MOME...0 0 0 0 0 0 JW 0 Trailing Detector(ft) 0 Detector I PosWn(tt) 0 0 0 0 0 0 0 0 0 Detector I PosMn(ft) 0 Detector 1 Size(ft) jjjjjjM 20 6 20 20 6 i 20 Detector 1 Sizelft) 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CN-Ex CI+Ex CI+Ex CI+Ex CI+Ex CN-Ex Detector 1 Type CI+Ex Detector 1 Channel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 0. 0.0 Detector 1 Queue(s) 0.0 Detector IDelay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector IDelay(s) 0.0 Detector 2 Position(ft) 94 Detector 2 Position(ft) 94 Detector2 Size(ft) 6 6 6 Detector2 Size(ff) 6 Detector 2 Type Fx Detector 2 Type CI+Ex Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) 0.0 Detector 2 Fxtend(s) 0.0 Turn Type D.P+P NA D.P+P NA D.P+P D.P+P NA D.P+P D.P+P Tum Type NA Protected Phases 8 5 5 1 Protected Phases 6 Pernitted Phases 8 4 6 6 2 2 Pernitted Phases 10/24/2023 Synchm 11 Report 1024/2023 Synchro 11 Report Kimley--Hom Page 11 Kniley--Flom Page 12 Teasley Commercial TIA 2024-Background+Site-PM Teasley Commercial TIA 2024-Background+Site-PM Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson -- 7 ` -N t /,. L4 1* Splits and Phases: 6:Teasley&Robinson EBT EBR mL wBT WBR NB NBT NBR SBU sBL 401 102 ♦ 03 �L�-i 30 s Detector Phase 7 4 3 8 5 5 2 1 1 Switch Phase I'1©5 + 05 T Mni urn Initial(s) 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 8.0 Minimum Split(s) 13.5 23.5 13.5 23.5 13.5 13.5 23.5 13.5 13.5 Total Split(s) 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 20.0 Total Split(%) 19.0% 28.6% 19.0% 28.6% 19.0% 19.0% 33.3% 19.0% 19.0% Maximum Green(s) 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 14.5 Yellow Time(a) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.5 5.5 5.5 5.5 5.5 5.5 5.5 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead lead Lead-Lag Optmnize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(a) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Node None None None None None None Mn None None Act Effct Green(a) 12.2 10.0 12.2 11.2 39.0 18.7 33.9 A-ated g/C Ratio 0.19 0.16 0.19 0.17 0.61 0.29 0.53 vic Ratio 0.05 0.05 0.22 0.74 0.04 0.58 0.71 Control Delay 20.2 25.2 22.4 11.4 8.1 21.9 20.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 RCl Total Delay 20.2 25.2 22.4 11.4 8.1 21.9 20.9 a) N LOS C C C B A C C o Approach Delay 22.8 12.9 21.6 v Approach LOS C B C p Queue Length 50th(fl) 4 3 22 8 2 86 52 C Queue Length 95th(fl) 17 22 59 105 17 202 #334 G1 V) >Internal Link Dist fl 349 478 1470 Q "Turn Bay Length(tt) 350 350 O .+ M Base Capacity(vph) 449 731 486 912 626 2441 555 CL w Q Starvation Cap Reductn 0 0 0 0 0 0 0 V Spillback Cap Reductn 0 0 0 0 0 0 0 Q Storage Cap Reductn 0 0 0 0 0 0 0 C Reduced We Ratio 0.03 0.02 0.15 0.53 0.03 0.35 0.71 d a> Intersection Summary p Area Type: Other Cycle Length:105 Actuated Cycle Length:64.2 Natural Cycle:80 Control Type:Actmted-Uncoordinated Mhximum We Ratio:0.74 Intersection Signal Delay.15.9 Intersection LOS:B Intersection Capacity Utilization 77.7% ICU Ievel of Service D Analysis Period(min)15 # 95th percentile volume exceeds capacity,queue maybe longer. Queue shown is maximmn after two cycles. 10/24/2023 Synchro 11 Report 10/24/2023 Synchm 11 Report Kimley--Hom Page 13 Kmnley--Hom Page 14 Teasley Commercial TIA 2024-Background+Site-PM Teasley Commercial TIA 2024-Background+Site-PM Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings z Teasley&wheeler Ridge 1 --* -- --* 4- - 4- f, ' t /,. " �► -' EBL EBT EBR ABUT wBR mu NBL NBT NBR� Detector Phase 6 Lane Configurations I to T* ) Wo 4 Switch Phase Traffic Volume(vph) MMM% 46 1 77 Mmmurn Initial(s) 15.0 Future Volume(vph) 748 46 1 77 Minimum Split(s) 23.5 Ideal Flow(vphpl) Total Split(s) 35.0 Storage Length(ff) 0 0 0 0 275 0 275 Total Split(%) 33.3% Storage Lanes 1 -Mn� 0 1 -dk- 0 1 0 1 Wannun Green(s) 29.5 Taper Length(fl) 25 25 25 25 Yellow Time(s) 3.0 Lane Uhl.Factor 1.00 �.00 1.00 1 1.00 0.91 0.91 0.91 1.00 All-Red Time(s) 2.5 Frt 0.865 0.866 0.991 Lost Tune Adjust(s) 0.0 Flit Protected 0.950= 0.95Q- 0.950 0.950 Total Lost Time(s) 5.5 Satd.Flow(prot) 0 0 1770 Lead/Lag Lag Flt Permitted 0.307 d 0.319 Lead-Lag Optimize? Yes Satd.Flow(perm) 0 0 594 Vehicle Extension(s) 3.0 Right Turn on Red Recall Mxle Mtrt Satd.Flow(RTOR) 36 51 9 Act Effct Green(s) 37.9 Link Speed(mph) 30 �0 Actuated g/C Ratio 0.59 Link Distance(ft) 213 322 4573 We Ratio 0.29 Travel Tune(s) 4.8 7.3 69.3 Control Delay 9.8 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Queue Delay 0.0 Adj.Flow(%ph) 771 47 1 79 Total Delay 9.8 Shared lane Traffic(%) LOS A Lane Group Flow(vph) 818 0 0 80 Approach Delay 13.2 Enter Blockedlntersection No Nib Nb No No No No No Nib No No No Approach LOS B Lane Alignment Leff Left Right Left Left Right RNA Left Left Right RNA Left Queue Length 50th(fl) 35 Nbdian Width(ft) 12 12 12 Queue Length 95th(ft) 186 LmkOfrset(fl) 0 _JM_ 0 Internal Link Dist(ft) 484 Crosswalk Width(ft) 16 16 16 Thin Bay Length(t) Tuo way Leff Thin Lane Base Capacity(vph) 2992 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Starvation Cap Reductn 0 Turning Speed(mph) 15 1 9 15� 9 15 9 9 15 Spillback Cap Reductn 0 Number of Detectors 1 2 1 2 1 1 2 1 1 Storage Cap Reductn 0 Detector Template Leff Thru Leff Tl Leff Leff Thru left Leff I We Ratio 0.29 Leading Detector(11) 20 100 20 100 20 20 100 20 20 Wuntary, Trailing Detector(ft) 0 0 0 0 0 0 M 0 Detector I Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 JWJJML_ 6 MM 20 R N Detector 1 Type CI+Ex CI+Ex C1+Ex CI+Ex CI+Ex CI+Ex CI+Ex C1+Ex Cl+Ex H N Detector 1 Channel y o Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 r v Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �i 0.0 O Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 C f�A N Detector 2 Position(ft) 94 94 94 - .y C Detector2 Size(ft) 6 6 6 QCL Detector 2 Type CREx CI+Ex �.. O. Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 U E Turn Type D.P+P NA D.P+P NA D.P+P D.P+P NA D.P+P D.P+P Q- Protected Phases 7 3 8 5 5 2 1 1 C Permitted Phases 8 4 6 6 2 2 d 0 10/24/2023 Syncbro 11 Report 10/24/2023 Synchro 11 Report IGmley--Ham Page 15 Kniley-Flom Page 16 Teasley Commercial TIA 2024-Background+Site-PM Teasley Commercial TIA 2024-Background+Site-PM Lanes,Volumes,Timings Z Teasley&Wheeler Ridge Lanes,Volumes,Timings Z Teasley&Wheeler Ridge Lane Gaup = EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Larickonfigurations +0 Detector Phase 7 4 3 8 5 5 2 1 1 Traffic Volume(vph) 780 40 Switch Phase Future Voki ne(Wh) 780 40 Montano Initial(s) 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 8.0 Ideal Flow(vphpl) 1900 1900 Mnimum Split(s) 13.5 13.5 13.5 13.5 13.5 13.5 20.5 13.5 13.5 Storage Length(ff) 0 Total Split(s) 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 20.0 Storage Lanes 0 Total Split(/) 19.0% 28.6% 19.0% 28.6% 19.0% 19.0% 33.3% 19.0% 19.0% Taper Length(ft) Nhxh=Green(s) 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 14.5 Lane Uhl.Factor Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Fit 0.993 AIi-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Fk Protected Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Said.Flow(prot) 5050 0 Total Lost Time(s) 5.5 5.5 5.5 5.5 5.5 5.5 5.5 FltPemvited �1111" Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead Said.Flow(perm) 5050 0 Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Right Turn on Red Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Said.Flow(RTOR) 7 Recall Mile None None Alone None None None Mn Alone None Link Speed(mph) 45 Walk Time(s) 5.0 5.0 5.0 Link Distance(ff) 1550 FlashDont Walk(s) 26.0 26.0 19.0 Travel Time(s) 23.5 Pedestrian Calls(#Au) 0 0 0 Peak I Lour Factor 0.97 0.97 Act Effct Green(s) 12.1 9.8 12.1 9.8 28.2 28.3 28.2 Adj.Flow(%ph) 804 41 Actuated g/C Ratio 0.25 0.20 0.25 0.20 0.59 0.59 0.59 Shared Lane Traffic(%) v/c Ratio 0.06 0.11 0.07 0.15 0.10 0.27 0.14 Lane Group Flow(vph)_M 845 0 Control Delay 16.7 12.6 16.6 11.7 7.7 12.9 7.7 Enter Blocked Intersection No No Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lane Alignment Left Right Total Delay 16.7 12.6 16.6 11.7 7.7 12.9 7.7 NEdian Widthiff) 12 LOS � B B B B A B A Lnildrsegfl) 0 Approach Delay 14.2 13.4 12.6 Crosswalk Width(ff) 16 Approach LOS B �B B Ttvo way Left Tram Lane Queue Length 50th(ff) 7 1 8 1 5 65 8 Headway Factor 1.00 1.00 Queue Length 95th($) 24 27 �32 27 135 35 Turning Speed(mph) Internal Link Dist(R) 133 242 4493 Number of Detectors 2 Turn Bay Length(I) 275 275 Detector Template Base Capacity(vph) 735 954 735 962 809 3506 815 Leading Detector(ft) 100 Starvation Cap Reductn 0 0 �0 0 0 0 Trailing Detector(ff) 0 Spillback Cap Reduchn 0 0 0 0 0 0 0 Detector I Postuon(ft) 0 Storage Cap Reducin 0 0 � 0 0 0 0 Detector 1 Size(ft) 6 Reduced We Ratio 0.04 0.04 0.04 0.06 0.07 0.23 0.10 rl�t,.ctor 1 Type CI+Ex Intersection S .....,actor 1 Channel Detector 1 Extend(s) 0.0 Area Type: Other Detector 1 Queue(s) 0.0 Cycle Length:105 OEM- Actuated Cycle Length:47.9 M co Lktectorllklay(s) 0.0 � d o Detector2Position(ft) 94 Natural lo:65 Detector Size(ft) 6 Control Type:Actuated-Uncoordinated Vo Detector 2 Type CI+E6 Nhximum v/c Ratio:0.28 t= ;: Detector 2 Channel Intersection Signal Delay 12.6 Intersection IDS:B O 10'0 Detector 2 Extend(s) 0.0 Intersection CapacityUilization44.7% ICU Level ofServiceA +' +- N v1 > Analysis Period(ram)15 yOL Protected Phases 6 pa G Permitted Phases w=a � 10/24/2023 Synchm 11 Report 10/24/2023 Synchm 11 Report U , IGmley--Horn Page 17 Kniley--loin Page 18 O d d Teasley Commercial TIA 2024-Background+Site-PM Teasley Commercial TIA 2024-Background+Site-PM Lanes,Volumes,Timings z Teasley&Wheeler Ridge Lanes,Volumes,Timings z Teasley&Wheeler Ridge SphtsandPhases: 7:Teasley&Wheeler Ridge 1 �/ 1401 I I G' `G' 4 Lane Gaup = Sur SBR I Detector Phase 6 *05 + G5 '�T �08 Switch Phase It MnaiwmLvtial(s) 15.0 Mnimum Split(s) 20.5 Total Split(s) 35.0 Total Split('/o) 33.3 Ivhxh=Green(s) 29.5 Yellow Time(s) 3.0 All-Red Time(s) 2.5 Lost Trtne Adjust(s) 0.0 Total Lost Time(s) 5.5 Lead/Lag Lag Lead-Lag Optmrize? Yes Vehicle Extension(s) 3.0 Recall Ivbde Mn Walk Tune(s) 5.0 Flash Dont Walk(s) 19.0 RPedestrian Calls(#/hr) 0 N o Act Effct Green(s) 28.4 Actuated g/C Ratio 0.59 00 V We Ratio 0.28 - G _ Control Delay 12.9 W Y Queue Delay 0.0 - d y > Total Delay 12.9 G N O LOS B O Q CL G Approach Delay 12.4 w d Q Approach LOS B U Q Queue Length 50th(fl) 67 M Queue Length 95th(fl) 139 _O Internal Link Dist(fl) 1470 d 11un Bay Length(fl) Q Base Capacity(vph) 3512 Starvation Cap Reductn 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 Reduced We Ratio 0.24 Intersection Summary 10/24/2023 Synchm 11 Report 10/24/2023 Synchm 11 Report Kanley--Horn Page 19 Kvnley--Horn Page 20 Teasley Commercial TIA 2024-Background+Site-PM Teasley Commercial TIA 2024-Background+Site-PM HCM 6th TWSC 3:Teasley&Hunters CreekRd/Heights Blvd HCM 6th TWSC 4:Teasley&CentralIkive Intersection I = Intersection Int Delay,s/veh 17.4 hit alay,s/veh 0.1 Ivbvement FEE EBT NBL NBT ME SBL SBT SBR Ivbvement EBL EBR NBL NUT SBT SBR Lane Configurations 4+ 4* )tTT+ )ttTT. Lane Configurations r ttt T+T. Traffic Vol,veh/h 47 60 901 85 Traffic Vol,veh/h - Future Vol,veh/h 47 60 901 85 Future Vol,veh/h Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Sign Control Stop Stop Free Free Free Free RTChannelized - - None - - None - - None - - None RTChannelized - None - None - None Storage Length 275 275 Storage Length 0 - Veh in Adian Storage,# - 1 1 0 - 0 Veh in Adian Storage,# 0 - 0 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Grade,% 0 - - 0 0 - PeakHourFactor 92 92 92 92 92 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 MvmtFlow 51 65 979 92 MvmtFlow Major/Ivinor Mwr2 oniv1 r� Majorl Nhjor2 Nbior/Mmor Mnor2 Nf3 Conflicting Flow All 1052 0 0 Conflicting Flow All 546 - 0 - 0 Stage 1219 - - - - - - - Stage 1 - - Stage - - - Stage 2 - Critical Hdvy 6.44 6.54 7.14 6.44 6.54 7.14 5.34 5.34 Critical Hdvy 7.14 - E eo Critical Hdwy Stg 1 7.34 5.54 - 7.34 5.54 - - - Critical Hdwy Stg I - N o Critical Ildwy Stg 2 6.74 5.54 - 6.74 5.54 - - - Critical fklwy Stg 2 - - Follow�up I-Idwy 3.82 4.02 3.92 3.82 4.02 3.92 3.12 - - 3.12 - - Follow�up I-Idwy - 3.92co - - - - V o Pot Cap-1 Nhneuver - 362 369 Pot Cap-1 Nhneuver 0 413 0 C C Stage - - - Stage 1 0 - 0 yStage - - - Stage 2 0 - 0 G1 •y >Platoon blocked,% - - - - Platoon blocked,% - - - G y .0 Ivbv Cap-1 Nhrteuver - 362 369 Ivbv Cap-1 Maneuver - 413 - O Q G Nbv Cap-2 Maneuver -93 77 - 82 73 - - - Nbv Cap-2 Maneuver > Q Stage Stage 1 V £ Stage Stage 2 M d 11Foach EB W� NB SB Approach EB NB SB d HCMControl Delay,s 211.3 50.4 1.5 1 F"Controlalay,s 14.2 0 0 p HCMLDS F F HCvILDS B M&or Lane/Nhjor MVmt ML NUT NIREBLn1WBIn1 SBL SBT SBR Mnorlane/Nhjor Myn4 NUTEBLnl SBT SBR Capacity(veh/h) 362 - - 149 113 369 - - Capacity(veh/h) - 413 - - LICMIane V/C Ratio 0.264 1.24 0.308 0.177 HCMIane V/C Ratio 0.055 HCMControI alay(s) 18.5 211.3 50.4 16.8 HCviControlDelay(s) 14.2 I-"Lane LDS C - - F F C - - I-"Lane LDS - B - - HCM95th%tile Q(veh) 1 10.9 1.2 0.6 IICM95th0/.tile Q(veh) 0.2 Notes -:Volume exceeds capacity $:Delay exceeds 300s +:Computation Not atmed *.All major whine in platoon 10/24/2023 Synchro 11 Report 10/24/2023 Synchm 11 Report Kimley--Hom Page 1 Kniley--Fora Page 2 Teasley Commercial TIA 2024-Background+Site-PM HCM 6th TWSC 8:Ryan&South Dive Intersection 1nt Delay,s/veh 1.1 Ivbvement EBL EBT WBT WBR SBL SBR Lane Configurations Q '+ Y Traffic Vol,veh/h Future Vol,veh/h Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RTChannelized - None - None - None Storage Length - - - - 0 - Veh in Adian Storage,# - 0 0 0 Grade,% - 0 0 - 0 - PeakHourFactor 96 96 96 96 96 96 Heavy Vehicles,% 2 2 2 2 2 2 Mint Flow - )AInor Nhiorl = Mnor2 Conflicting Flow All 624 0 - 0 1103 609 Stage 1 - - 609 - E r,r Stage 2 - 494 - N o CriticalHdwy 4.12 6.42 6.22 F N Critical FINy Stg 1 - - - - 5.42 - 0) o Critical Hdwy Stg 2 - 5.42 - C = FollowupHdwy 2.218 - - - 3.518 3.318 NPot Cap-1 Nhneuver 957 234 495 I ._ > Stage 1 543 0 H O Stage 2 - 613 - Q C.Platoon blocked, >�C Q Nbv Cap-1 Mureuver 957 - - - 228 495 0) Nbv Cap-2 Nhneuver - - - - 228 - V E Stage 1 530 C Stage 2 613 N N Approach EB NAB SB HCMControl Delay,s 0.3 0 20.6 In4LOS C Minor Lane/Nhjor Mynnt EBL EBT WBT WBR SBInI Capacity(veh/h) 957 283 HCMLane V/CRatio 0.017 0.184 HCvlControl Delay(s) 8.8 0 20.6 HCM Lane LOS A A - - C HCM95th%tile Q(veh) 0.1 0.7 10/24/2023 Synchro 11 Report Kanley--Hour Page 3 Teasley Commercial TIA 2024-Background+Site-AM-Signalized Teasley Commercial TIA 2024-Background+Site-AM-Signalized Lanes,Volumes,Timings 1:Teasley&wmdRiver&Iruianlvfller Lanes,Volumes,Timings 1:Teasley&wmd River&HlianMiller EBL WBR NBL Nff EL SBR Lane Group = EBT EBR WBL WBT WBR NBL NUT NBR SBL _ Lane Configurations ) +t if I +T, Detector Phase 3 8 7 4 5 2 2 1 6 Traffic Volume(vph) 99 Switch Phase Future Volume(Wh) 99 Minimum Initial(s) 4.0 5.0 4.0 5.0 4.0 15.0 15.0 4.0 15.0 Ideal Flow(vphpl) mnimum Split(s) 10.0 11.0 10.0 11.0 10.0 21.0 21.0 10.0 21.0 Storage Length(ft) 100 0 50 0 275 0 135 0 Total Split(s) 20.0 20.0 20.0 20.0 20.0 30.0 30.0 20.0 30.0 Storage Lanes 1 0 1 0 1 1 1 0 Total Split(%) 22.2% 22.2% 22.2% 22.2% 22.2% 33.3% 33.3% 22.2% 33.3% Taper Length(fl) 25 25 25 25 Nhxh=Green(s) 14.0 14.0 14.0 14.0 14.0 24.0 24.0 14.0 24.0 Lane Uhl.Factor 1.00� 1.00 0.95 0.95 1.00 0.95 W 1.00 �195 Yellow Time(a) 3.5 4.0 3.5 4.0 3.5 4.5 4.5 3.5 4.5 Fit 0.904 0.931 0.850 0.967 All-Red Time(s) 2.5 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 Fk Protected 0.950= 0.950 M 0.950 M 0.950 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Satd.Flow(prot) Total Lost Tune(a) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 F1tPemvtted 0.640�0.314 JW 0.363 � 0.365� Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Satd.Flow(perm) 3422 0 Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Right Turn on Red Yea Vehicle Extension(a) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Saul Flow(RTOR) 312 81 182 40 Recall lvbde None Nlin None N5n None Nlim Nfim None Mn Link Speed(mph) = 40 30 W 45 35 Walk Time(s) 6.0 6.0 6.0 6.0 6.0 Link Distance(ft) 869 668 1252 458 FlashDont Walk(s) 25.0 25.0 21.0 21.0 21.0 m-vel Tune(s) 14.8 W 15.2 19.0 8.9 Pedestrian Calls(#Air) 0 0 0 0 0 Feak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Act Etict Green(s) 17.8 13.0 19.3 8.0 29.7 28.5 28.5 32.5 17.8 Adj.Flow(vph) 413 118 Actuated g/C Ratio 0.25 0.18 0.27 0.11 0.41 0.40 0.40 0.45 0.25 Shared Lane Tragic(%) v/c Ratio 0.40 0.58 0.26 0.41 0.65 0.43 0.16 0.12 0.61 N Lane Group Flow(vph)_M 0 Control Delay 22.0 14.2 20.4 21.1 19.4 19.3 1.2 11.2 26.2 N Enter Blocked Intersection No No No No No No No No No no Nb No No Queue Delay 0.0 0.0 0.0 B 0.0 0.0 0.0 0.0 0.0 05 Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Total Delay 22.0 14.2 20.4 21.1 19.4 19.3 1.2 11.2 26.2 V o Nbdian Width(ft) 12 12 12 12 LOS � C . B B B A B C p LmkOSset(ff) = 0 0 Approach Delay 16.0 20.9 17.3 25.0 N y Crosswalk Wrdth(ft) 16 16 16 16 Approach LOS B B C Queue Length D-Ieadw y Left Dane 1.00 1.00 Turn 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Queue Length 9�($) 93 78 135 169 4 28 155 C Q L Turning Speed(mph) 15 15 15 Internal Link Dist(it) 789 588 1172 378 Z Q Number of Detectors 1 2 1 2 1 2 1 1 2 Tarn Bay Length(ti) 100 50 275 135 L) E Detector Template Left Left Tlnu Right Leff Thtu Base Capacity(vph) 476 925 424 717 1187 0. Leading Detector(ft) 20 100 20 100 20 100 20 20 100 Starvation Cap Reductn 0 0 0 0 0 0 O Trailing Detector(fl) 0 0 0 0Mj 0 0 Spillback Cap Reducm 0 0 0 0 0 0 0 0 0 j Detector I Postron(ft) 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 N Detector 1 Size(ft) 20 6 20 Reduced v/c Ratio 0.31 0.53 0.17 0.25 0.58 0.42 0.16 0.09 0.45 Detector 1 Type CI+Ex CI+Ex C1+Ex CN-Ex CI+Ex CI+Ex CI+Ex C1+Ex CI+Ex Detector 1 Channel _ Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4tea Type: Other Detector 1 Queue(s) 0.0 0.0 0.0 0.0 � 0.0 Cycle Lend'90 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Actuated Cycle Length:72 Detector 2 Position(ft) 94 94 Natural Cycle:60 Deteetor2 Size(ft) 6 6 6 6 Control Type:Actuated-Uncoordinated Detector 2 Type CT+� �+ CI+Ex Nhxn=v/c Ratio:0.65 Detector 2 Channel Intersection Signal Delay.19.1 Intersection LOS:B - Detector 2 Extend(s) 0. 0.0 0.0 Intersection Capacity Uilization 62.7% ICU Level ofServiceB Tura Type D.P+P NA D.P+P NA D.P+P NA Peron D.P+P NA Analysis Period(min)15 Protected Phases 3 8 ' 4 5 2 Permitted Phases 4 8 6 2 2 10/24/2023 Synchm 11 Report 10/24/2023 Synchro 11 Report Kmrley--Hom Page 1 Knriley--Horn Page 2 Teasley Commercial TIA 2024-Background+Site-AM-Signalized Teasley Commercial TIA 2024-Background+Site-AM-Signalized Lanes,Volumes,Timings 1:Teasley&WindRlver&Lillianlvfller Lanes,Volumes,Timings 3:Teasley&Flunters Creek Rd/IleightsBlvd Splits and Phases: 1:Teasley&Wmd River&LiffianMiller !04 s 20 s WBR BL SBT 513O Lane Configuntans t�► 41 ) M, ) W, 05 Traffic Volume(vph) 604 '." 12 471 106 20 s Future Volume(Wh) Ideal Flow(vphpl) 1900 1900 Storage Length(ff) 0 0 0 0 275 0 275 0 Storage Lanes 0 0 0 0 1 jm- 1 0 Taper Length(ff) 25 25 25 25 Lane Utd.Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00� 1 1.00 0.91 0.91 Fn 0.935 0.971 0.993 0.972 Fk Protected -0.975 0.962 0.950� 0.950 - Satd.How(prot) 0 Fh Pemritted -0.789 �0.631 0.369 ` 0.351 Saul.Flow(Perim Right Turn on Red i Yes Satd.Flow(MR) 103 103 9 65 Link Speed(mph) 30 �30 45 = 45 Link Distance(ff) 524 254 390 359 E M Travel Tmre(s) =11.9 15.8 5.9 5.4 N o Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 N 00 Adj.Flow(tph) V Shared lane Traffic(%) 0 Lane Group Flow(vph) 0 14 695 0 C y d Enter Blocked Intersection No No Nb No No No No No Nb Nb No No 41•y > Lane Alignment Left Left Right Left Left Right Left Leff Right Left Left Right c fA Nbdian Width(ff) 0 0 12 12 p Q G LmkOffsegfl) 0 0 w Q Crosswalk Wrdth(ft) 16 16 16 16 C) Two way Leff Turn Lane - G FkadwayFactor 1.00 1.00 1.00 I.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 O Tarring Speed(mph) 15 1 9 15� 15 > Number of Detectors 1 2 1 2 1 2 1 2 d Detector Template Leff Thin 1 Leff TbJEW Leff lbra Leading letector(11) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 Detector I Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex C1+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector IDelay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2Position(ft) 94 94 94 94 Detector2 Size(ft) 6 6 6 6 Detector 2 Type GFEK CN Ex CI+Fx Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 Tura Type D.Pm NA D.Pm NA D.P+P NA D.P+P NA Protected Phases 8 2 MIEr' 6 Permitted Phases 8 4 6 2 10/24/2023 Synchm 11 Report 10/24/2023 Synchm 11 Report Kmdey--Horn Page 3 Kmiley-Flom Page 4 Teasley Commercial TIA 2024-Background+Site-AM-Signalized Teasley Commercial TIA 2024-Background+Site-AM-Signalized Lanes,Volumes,Timings 3:Teasley&L-Iunters CreekRd/Heights Blvd Lanes,Volumes,Timings 3:Teasley&I-Iunters CreekRd/Heights Blvd ` 4% t /P. y 1 �/ Splits and Phases: 3:Teasley&Hunters CreekRd/Heights Blvd EBT EBR mL WBT WBR NBL �Di �0? �J4 atector Phase 8 4 4 8 5 2 1 6 s, I Switch Phase 68 1Mninium Initial(s) 8.0 8.0 8.0 8.0 8.0 15.0 8.0 15.0 Mnimum Split(s) 13.5 13.5 13.5 13.5 13.5 20.5 13.5 20.5 Total Split(s) 30.0 30.0 30.0 30.0 20.0 35.0 20.0 35.0 _ Total Split(%) 35.3% 35.3% 35.3% 35.3% 23.5% 41.2% 23.5% 41.2% Ivhxunum Green(s) 24.5 24.5 24.5 24.5 14.5 29.5 14.5 29.5 _ Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Tune(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 _ Lost Tare Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.5 5.5 5.5 5.5 5.5 5.5 Lead/Lag Lead Lag Lead Lag Lead-Lag Opthmze? Yes Yes Yes Yes _ Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Node None None None None None Mn None Mn _ Walk Tune(s) 5.0 5.0 5.0 5.0 5.0 5.0 h Dont Walk(s) 26.0 26.0 26.0 26.0 19.0 19.0 _ Pedestrian Calls(#An) 0 0 0 0 0 0 Act BRA Green(s) 12.4 12.4 23.0 25.0 26.3 16.4 _ E rr Actuated g/C Ratio 0.24 0.24 0.45 0.49 0.52 0.32 10 N v/c Ratio 0.64 0.26 0.28 0.31 0.03 0.43 r l. Control Delay 19.4 5.9 8.5 9.7 6.8 15.0 d o Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 C ;= Total Delay 19.4 5.9 8.5 9.7 6.8 15.0 w y a LOS B A A A A B t= in 4) Approach clay 19.4 5.9 9.5 14.8 p N p Approach LOS B A A B O Q G Queue Length 50th(fl) 42 0 17 36 2 54 CL+_ 97 >N a Queue fl) 1 47 107 Internal Link Dist(it) 174 310 9 279 V E Turn 13ay Length 01) 275 275 iZ Base Capacity(vph) 743 626 684 3071 680 3025 NStarvation Cap Reducn 0 0 0 0 0 , 0 N Spillback Cap Reductn 0 0 0 0 0 0 p Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.35 0.15 0.20 0.25 0.02 0.23 Intersection SurntrrTry, Area Type: Other Cycle Length:85 Actuated Cycle Length:51 Natural Cycle:50 Control Type:Actuated-Uncoordinated Nhxn=v/c Ratio:0.64 Intersection Signal Delay 12.6 Intersection IDS:B Intersection Capacity Utilization 45.6% ICU Level of Service A Analysis Period(umn)15 10/24/2023 Synchro 11 Report 10/24/2023 Synchm 11 Report Kanley--Horn Page 5 Knrley--Horn Page 6 Teasley Commercial TIA 2024-Background+Site-AM-Signalized Teasley Commercial TIA 2024-Background+Site-AM-Signalized Lanes,Volumes,Timings S:Teasley&Ryan/Wheeler(Ehn Sch.) Lanes,Volumes,Timings S:Teasley&Ryan/wneeler(Ehn.Sch.) --# -- --* 'r ~ 4- f, *\ t ,* 11, 4 r EBL EBT EBR wBL wBT wBR NBu mL NBT NuR sEL LaoWI-3 L lane Configurations t F 1. ) ++I LaneVonfigurations +"['''Ft Traffic Volume(vph) 50 Traffic Volume(vph) 484 94 Future Volume(Wh) 50 Future Volume(Wh) 484 94 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 Storage Length(ft) 240 100 0 0 350 0 500 Storage Length(ft) 0 Storage Lanes 1 1 1 0 1 0 1 Storage Lanes 0 Taper Length(1l) 25 25 25 25 Taper Length(ft) Lane Uhl.Factor 1.00 1f� 1.00 0.91 1.00 0.�91 0.91 1.00 Lane Uhl.Factor Frt 0.850 0.909 0.949 Frt 0.976 Fk Protected 0.950- 0.95� 0.950 � 0.950 Fk Protected i Satd.Flow(prot) 0 0 1770 Satd.How(prot) 4963 0 Fk Permitted 0.769� 0.7 326 = 0.201 Fk Permitted Satd.Flow(perm) 0 0 374 Satd.Flow(perm) 4963 0 Right Turn on Red 0000011110MMMW Right Turn on Red Satd.Flow(RTOR) 284 34 121 Satd.Flow(RTOR) 38 Link Speed(mph) W5 35 45 Link Speed(mph) 45 Link Distance(ft) 786 516 634 Link Distance(ft) 669 TlaveI Time(a) 15.3 10.1 9.6 Travel Time(s) 10.1 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Peak Hour Factor 0.86 0.86 Adj.Flow(vph) 58 Adj.Flow(vph) 563 109 - Shared lane Tragic(%) Shared Lane Traffic(%) r-7e Gaup Flow(vph)M Lane Group Flow(vph) 672 0 L,nter Blocked Intersection No No No No Nb No Nb No Nb Nb No No Enter Blocked hrtersection No No Lane Alignment - Left Left Right Left Left Right RNA Left Left Right RNA Left Lane Alignment Left Right NEdian Width(ft) 12 12 12 NEdian Width(fl) 12 E N LmkOfrsegfl) 0 0 LmkOfrsegfl) 0 H N Crosswalk Wrdth(ft) 16 16 16 Crosswalk Wrdth(ft) 16 d5 Two way Leff Turn Lane Tuo way Left Turn Lane V o Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Headway Factor 1.00 1.00 0 w Ttunhrg Speed(mph) 15 IMENEW-79 15 9 15 15 Ttunhig Speed(mph) Number of Detectors 1 2 1 1 2 1 1 2 1 1 Number of Detectors 2 et[ eff eft Thna Teffplate yadngDe[ector(ft) 20 10020 I20 1� 20 L20 100 20adngr Detector(ft) 100 O Q Q Trailing Detector(fl) 11001.L 0 �0 0 0 0 0 JW 0 Trailing Detector(ft) 0 Z Q Detector I Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector I Postuon(ft) 0 U Detector 1 Size(ft) 20 20 6 i 20 Detector 1 Size(ft) 6 Q. Detector 1 Type CI+Ex CI+Ex CI+Ex C1+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CN-Ex Detector 1 Type CI+Ex O Detector 1 Channel Detector 1 Channel N Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 Detector 1 Queue(s) 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 Detector 2 Position(ft) 94 Detector 2Position(8) 94 Detector2 Size(ft) 6 6 6 Detector2 Size(f) 6 Detector 2 Type Ex Detector 2 Type CI+Ex Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) P0.0 � 0.0 Detector 2 Extend(s) 0.0 Tura Type D.P+P NA Pert D.P+P NA D.P+P D.P+P NA D.P+P D.P+P Tian Type NA Protected Phases 7 4 - 8 5 5 1 Protected Phases 6 Permitted Phases 8 4 4 6 6 2 2 Permitted Phases 10/24/2023 Synchm 11 Report 1024/2023 Synchm 11 Report &mley--Horn Page 7 Kvnley--Horn Page 8 Teasley Commercial TIA 2024-Background+Site-AM-Signalized Teasley Commercial TIA 2024-Background+Site-AM-Signalized Lanes,Volumes,Timings S:Teasley&Ryan/Wheeler(Ehn Sch.) Lanes,Volumes,Timings S:Teasley&Ryan/wneeler(Ehn.Sch.) -. 7 ` *\ t i,* l4 Splits and Phases: S:Teasley&RyanRVheeler(EhnSch.) EBT EBR ML WBT WBR NBU ML NUT NBR SBU SBL 40 t1 t: ``- --*'{ 90 sIti 2D atector Phase 7 4 4 3 8 5 5 2 1 1 ` I Switch Phase tlfl5 + �J5 ,` Je Mnhhann Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 15.0 5.0 5.0 Mnimum Split(s) 12.0 11.0 11.0 12.0 12.0 12.0 12.0 21.0 12.0 12.0 Total Split(s) 20.0 30.0 30.0 20.0 30.0 20.0 20.0 40.0 20.0 20.0 Total Split(%) 18.2% 27.3% 27.3% 18.21/. 27.3% 18.2% 18.2% 36.4% 18.2% 18.2% Maxinnmn Green(s) 13.0 24.0 24.0 13.0 23.0 13.0 13.0 34.0 13.0 13.0 Yellow Time(s) 3.5 4.0 4.0 3.5 3.5 3.5 3.5 4.5 3.5 3.5 AIi-Red Time(s) 3.5 2.0 2.0 3.5 3.5 3.5 3.5 1.5 3.5 3.5 Lost Tane Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Thine(s) 7.0 6.0 6.0 7.0 7.0 7.0 6.0 7.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 RecallMxle None None None None None None None Mn None None Walk Time(s) 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 27.0 27.0 27.0 24.0 Pedestrian Calls(#/Iv) 0 0 0 0 Act Effct Green(s) 21.6 7.9 7.9 18.3 7.8 28.0 28.1 31.3 Acu,atedg/CRatio 0.29 0.11 0.11 0.24 0.10 0.37 0.38 0.42 .atio 0.35 0.11 0.68 0.57 0.27 0.52 0.53 0.21 Control Delay 21.6 34.0 13.4 26.3 21.7 18.1 19.1 13.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 E m Totai Delay 21.6 34.0 13.4 26.3 21.7 18.1 19.1 13.8 d N LOS C C B C C B B B � Approach Delay 17.3 25.4 18.9 V o Approach IDS B � C B 0 Queue Length 50th(fl) 55 9 0 76 9 52 126 14 C W Queue Length 95th(fl) 114 31 �43 103 188 37 4) •� >Internal Link Dist(fl) 706 436 554 C to 00 T.Bay Length(11) 240 100 350 500 p Q M Base Capacity(vph) 456 2299 418 w Q Starvation Cap Reductn 0 0 0 0 0 V Spillback Cap ReduLtn 0 0 0 0 0 0 0 0 tZ Storage Cap Reductn 0 0 0 i 0 0 O Reduced v/c Ratio 0.34 0.04 0.40 0.51 0.10 0.44 0.43 0.14 > Intersection S pArea Type: Other Cycle Length:110 Actuated Cycle Length:74.9 Natural Cycle:60 qW Control Type:Actuated-Uncoordinated Ivhxn=v/c Ratio:0.68 Intersection Signal Delay 20.7 Intersection LOS:C hrtersection Capacity Utilization 69.7% ICU Level of Service C Analysis Period(umt)15 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Icanley--Horn Page 9 Kvnley--Horn Page 10 Teasley Commercial TIA 2024-Background+Site-AM-Signalized Teasley Commercial TIA 2024-Background+Site-AM-Signalized Lanes,Volumes,Timings 5:Teasley&Ryan/wheeler(Ehn Sch.) Lanes,Volumes,Timings 6:Teasley&Robinson EBL EBT EBR ML WBT WBR MU NBL. SEL Detector Phase 6 Lane Configurations 'Fs 1. ) '{''Q''� I Switch Phase 'Traffic Volume(vph) 28 5 375 Mm untInitial(s) 15.0 Future Volume(Wh) 28 5 375 Mnimum Split(s) 21.0 Ideal Flow(vphpl) Total Split(s) 40.0 Storage Length(ft) 0 0 0 0 350 0 350 Total Split(%) 36.4% Storage Lanes 1 0 1 0 1 0 1 Mrxinnun Green(s) 34.0 Taper Length(ff) 25 25 25 25 Yellow Time(s) 4.5 Lane Uhl.Factor 1.00 M 1.00 1.00 1.00 1.o0 0.91 1.00 0.91 0.91 0.91 1.00 All-Red Time(s) 1.5 Fit 0.986 0.851 0.993 Lost Thine Adjust(s) 0.0 Fk Protected 0.950 0.950 0.950 0.950 Total Lost Thine(a) 6.0 Said.Flow(prot) 0 0 1770 Lead/Lag Lag Flt Permitted 0.331 i 0.736 _JIM 0.422 0.351 Lead-Lag Optimize? Yes Said.Flow(perm) Vehicle Extension(s) 3.0 Right Turn on Red Yes Recall Node Mtrt Said.Flow(RTOR) 3 403 7 Walk Tune(s) 5.0 Lurk Speed(mph) 30 30 45 FTashDontWalk(s) 24.0 Link Distance(11) 429 558 1550 Pedestrian Calls(#Au) 0 Travel Time(s) 9.8 12.7 23.5 Act Effct Green(s) 18.6 Peak liour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Actuated g/C Ratio 0.25 Adj.Flow(vph) 31 5 412 We Ratio 0.53 Shared Lane Traffic(%) Control Delay 25.1 Lane Group Flow(vph) 0 0 417 Queue Delay 0.0 Enter Blocked Intersection No Nb Nb No Nb No No No Nb Nb No Nb Total Delay 25.1 Lane Alignment Left Left Right Left Left Right RNA Left Leff Bight RNA Left LDS C NEdian Width(ft) 12 12 12 Approach Delay 24.2 LmkOffsegfl) 0 _j=_ 0 Approach IDS C Crosswalk Width(ft) 16 16 16 Queue Length 50th(fl) 91 Ttw way Leff Tura Lane Queue Length 95th(ft) 140 FLeadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Internal Irk Dist(ft) 589 Turning Speed(mph) 15 1 9 15� 9 15 9 9 15 Turn Bay Length(fi) Number ofDetectors 1 2 1 2 1 1 2 1 1 Base Capacity(vph) 2318 IetectorTemplate Left Thtu Leff Tl Leff Leff Thm left Leff Starvation Cap Reductn 0 Leading Detector(11) 20 100 20 100 20 20 100 20 20 Spillback Cap Reductn 0 Trailing Detector(ft) 0 0 0 0 0 0 W 0 Storage Cap Reductn 0 Detector I Posinan(ft) 0 0 0 0 0 0 0 0 0 _-duced v/c Ratio 0.29 Detector 1 Size(ft) 20 6 20 6 iffillEM6. 6 MM 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CFFEx CI+Ex CI+Ex CI+Ex CI+Ex CFFEx Intersection Summary Detector 1 Channel E m Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 CN y o Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 H Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 V 00 o Detector 2 Position(ft) 94 94 94 - C ;: Ietector2 Size(ff) 6 6 6 y0 Detector 2 Type CREK CI+Ex y •- > tector 2 Channel G y Le PO Detector 2 Extend(s) 0.0 0.0 C Q O. Turn Type D.P+P NA D.P+P NA D.P+P D.P+P NA DP-P D.P+P .�. Q Protected Phases 7 3 8 5 5 2 1 1 41 Pemvtted Phases 8 4 6 6 2 2 V E p 10/24/2023 Syncbro 11 Report 10/24/2023 Synchro 11 Report 41 Kinley--Horn Page 11 Kniley-Flom Page 12 4) 0 Teasley Commercial TIA 2024-Background+Site-AM-Signalized Teasley Commercial TIA 2024-Background+Site-AM-Signalized Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson l d J -- 7 4- ~ t f, -*,, 1 P L# V Lane Group = EBT EBR WBL WBT WBR NBU NBL NUT MR SBU SBL Laner[bnfigurations +0 Detector Phase 7 4 3 8 5 5 2 1 1 Traffic Volume(vph) 527 4 Switch Phase Future Volume(Wh) 527 4 Mm um Initial(s) 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 8.0 Ideal Flow(vphpl) 1900 1900 Mnimum Split(s) 13.5 23.5 13.5 23.5 13.5 13.5 23.5 13.5 13.5 Storage Length(ft) 0 Total Split(s) 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 20.0 Storage Lanes 0 Total Split(/) 19.0% 28.6% 19.0% 28.6% 19.0% 19.0% 33.3% 19.0% 19.0% Taper Length(ft) Nhxiimum Green(s) 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 14.5 Lane Uhl.Factor JL 0.91 = Yellow Time(a) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Fn 0.999 All-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Fk Protected Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Satd.Flow(prot) 5080 0 Total Lost Tune(a) 5.5 5.5 5.5 5.5 5.5 5.5 5.5 Fk Pemnitted Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead Satd.Flow(perm) 5080 0 Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Right Turn on Red Yes r Vehicle Extension(a) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Satd.Flow(RTOR) 1 Recall Mxle None None None None None None Mn Alone Norte Link Speed(mph) 45 Act Effet Green(s) 13.3 9.6 12.3 12.1 36.1 16.4 31.3 Link Distance(ft) 564 Actuated g/C Ratio 0.21 0.15 0.20 0.19 0.58 0.26 0.50 Travel Time(s) 8.5 We Ratio 0.03 0.12 0.11 0.64 0.01 0.49 0.70 Peak l-Dour Factor 0.91 0.91 Control Delay 17.1 24.7 18.5 8.3 8.9 22.0 18.9 Adj.Flow(%ph) 579 4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Shared Lane Traffic(%) Total Delay 17.1 24.7 18.5 8.3 8.9 22.0 18.9 Lane Group Flow(vph)_M 583 0 LOS B C B A A C B Enter Blocked Intersection No No Approach Delay 23.2 9.2 21.8 Lane Alignment Left Right Approach LOS C A C NEdian Width(ft) 12 Queue Length 501h(fl) 2 8 11 1 1 62 49 Imk Of set(fl) 0 Queue Length 95th(fl) 11 36 31 76 9 141 #270 Crosswalk Wrdth(ft) 16 Internal hilt Dist(fl) 349 478 1470 Ttvo way Left Turn Lane Two Bay Length(ft) 350 350 FleadwayFactor 1.00 1.00 Base Capacity(vph) 459 743 504 880 700 2458 594 Turning Speed(mph) Starvation Cap Reductn 0 0 0 0 0 0 0 Number of Detectors 2 Spillback Cap Reductn 0 0 0 0 0 0 0 Ietector Template Storage Cup Reductn 0 0 0 0 0 0 0 Leading Detector(ft) 100 Reduced We Ratio 0.02 0.04 0.07 0.46 0.01 0.27 0.70 .iling Detector(fl) 0 Intersection Summary Detector I Position($) 0 Detector 1 Size(ft) 6 Area Type: Other Cycle Length:105 Detector 1 Type CI+Ex Actuated Cycle Length:62.4 R co Detector 1 Channel d o Natural Cycle:80 � Q Detector 1 Extend(s) 0.0 y o Detector 1 Queue(s) 0.0 Control Type:Actuated-Uncoordinated a C Detector 1 Delay(s) 0.0 Maximum We Ratio:0.70 Intersection Signal Delay.15.5 Intersection IDS:B r - '0 letector2Position($) 94 Intersection Capacity Uilization 70.1% ICU Level ofSencceC 91 4) Detector2 Size(ft) 6 Analysis Period 15 N 'y > (min)to p Detector 2 Type C1+Ex # 95th percentile volume exceeds capacity,queue maybe longer. O Q >Z Detector Channel Queue shown s maximum after two cycles. >,= 0 Detector 2 Extend(s) 0.0 += 4) Turn Type NA V E Protected Phases 6 CPermitted Phases > 10/24/2023 Syncbro 11 Report 10/24/2023 Synchro 11 Report IGmley--Hom Page 13 Kniley--Horn Page 14 Teasley Commercial TIA 2024-Background+Site-AM-Signalized Teasley Commercial TIA 2024-Background+Site-AM-Signalized Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson Splits and Phases: 6:Teasley&Robinson 1 �/ -�04 Lane Group = Sur SBR I Detector Phase 6 *05 + G5 �T �08 Switch Phase Mninr un Initial(s) 15.0 mnimum Split(s) 23.5 Total Split(s) 35.0 Total Split('/o) 33.3 Nhxh=Green(s) 29.5 Yellow Time(a) 3.0 All-Red Time(s) 2.5 Lost Tune Adjust(s) 0.0 Total Lost Time(a) 5.5 Lead/Lag Lag Lead-Lag Optrtrrize? Yes — Vehicle Extension(a) 3.0 Recall Node Mn — Act Effct Green(s) 34.9 Actuated g/C Ratio 0.56 E M We Ratio 0.21 N o Control Delay 10.1 — Queue Delay 0.0 00 V Total Delay 10.1 — G LOS B ++ Approach Delay 13.7 — d y > Approach LOS B c fA 00 Queue Length 50th(fl) 21 O Q CL G Queue Length 95th(fl) 111 w C Q Internal Link Dist($) 4M d Tun Bay Length(1t) U M Base Capacity(Wh) 2873 _O Starvation Cap Reductn 0 d Spillback Cap Reductn 0 Q Storage Cap Reductn 0 Reduced u/c Ratio 0.20 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Kanley--Horn Page 15 Knrley--Horn Page 16 Teasley Commercial TIA 2024-Background+Site-AM-Signalized Teasley Commercial TIA 2024-Background+Site-AM-Signalized Lanes,Volumes,Timings z Teasley&wheeler Ridge Lanes,Volumes,Timings z Teasley&wheeler Ridge t-4 ti l r EBL EBT EBR WBL WET WBR NBU NBL NBT NBR Sin Lao SBR Lane Configurations t. T, ) ttl;. lane Configurations I '{'"{''fit Traffic Volume(vph) 14 461 11 3 'Traffic Volume(vph) 57 506 14 Future Volume(Wh) 14 461 11 3 Future Volume(Wh) 57 506 14 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 1900 Storage length(ff) 0 0 0 0 275 0 Storage length(ff) 275 0 Storage lanes 1 0 1 0 1 Storage lanes 1 0 - Taper Length(ft) 25 25 25 Taper Length(ff) 25 Lane Uhl.Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.91 0.91 0.91 lane Uhl.Factor 1.00 0.91 0.91 - Fit 0.855 0.853 0.996 Fit 0.996 Fk Protected 0.950 0.950 0.950 Fk Protected 0.950 - Satd.Flow(prot) 0 0 Satd.How(prot) 1770 5065 0 Flt Pemihed �0.682 0 0.718 0.432 Flt Permitted 0.455 - Said.Flow(pemn) 0 0 Said.Flow(pemn) 848 5065 0 Right Turn on Red Vr Yes Right Turn on Red Said.Flow(RTOR) 58 115 3 Said.Flow(RTOR) 4 Link Speed(mph) ! 30 Wr 30 45 Link Speed(mph) =45 - "%Distance(ff) 213 322 4573 link Distance(ff) 1550 Travel Tvne(s) 4.8 7.3 69.3 Travel Tvne(s) 23.5 - Peak l-LourFactor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Peak l-LourFactor 0.93 0.93 0.93 Adj.Flow(vph) 15 496 12 3 Adj.Flow(vph) 61 544 15 R N Shared lane Tragic(%) Shared lane Traffic(%) _ H No Lane Group Flow(vph) 508 0 0 Lane Group Flow(vph) 64 559 0 N o Enter Blocked Intersection No No No No No No No No No Nb No No Enter Blocked Intersection No Nb No V Lane Alignment � Leff Left Right Leff Left Right RNA Left Left Right RNA Lane Alignment Left left Right O NEdian Width(ff) 12 12 12 NEdian Width(ff) 12 c y d iinkoffsegfl) 0 0 o J imkoffsegfl) 0 'w C Crosswalk Width(ft) 16 16 16 Crosswalk Width(ft) 16 QQ.Tao way Leff Turn Lane Teo way Leff Turn lane .. p.Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Headway Factor 1.00 1.00 1.00 Turning Speed(mph) MW 15 9 ANOM..15 Turning Speed(mph) 15 1 9 V Number of Detectors 1 1 2 1 2 1 1 2 1 Number of Detectors 1 2 O Detector Template Left Thm _ leff Detector Template Left Thru_ 4) Leadmgletector(ff) 20 20 100 20 100 20 20 100 20 Leading Detector(11) 20 100 > Trailing Detector(ff) 0 0 0 0 0 Trailing Detector(ff) 0 O Detector I Position($) 0 0 0 0 0 0 0 0 0 Detector I Posiron(ft) 0 0 Detector 1 Size(ff) 6 20 Detector 1 Size(ft) 20 6'� Detector 1 Type CI+Ex CI+Ex CI+Ex CFFEx CI+Ex CI+Ex CI+Ex CI+Ex CFFEx Detector 1 Type CI+Ex CI+Ex Detector 1 Charnel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0� 0.0 Detector 1 Queue(s) 0.0 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 0.0 Detector 2 Position(ft) 94 94 ' Detector 2Position(ff) 94 Ietector2 Size($) 6 6 6 Ietector2 Size($) 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Type Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 Detector 2 Extend(s) Tum Type custom D.P+P NA D.P+P NA D.P+P D.P+P NA D.P+P Tum Type D.P+P NA Protected Phases 3 8 5 5 2 1 Protected Phases 1 Pertained Phases 7 8 4 6 6 2 Pertained Phases 2 10/24/2023 Synchro 11 Report 1024/2023 Synchro 11 Report Kmtey--Horn Page 17 Kniley--Hon Page 18 Teasley Commercial TIA 2024-Background+Site-AM-Signalized Teasley Commercial TIA 2024-Background+Site-AM-Signalized Lanes,Volumes,Timings Z Teasley&Wheeler Ridge Lanes,Volumes,Timings Z Teasley&Wheeler Ridge :n , , 7 ` - t it \ T /► t! SphLsandPhases: 7:Teasley&Wheeler Ridge EBL EBT EBR WBL WBT WBR mu NBL NBT mR SBU 401 102 4 s 30 s Detector Phase 7 7 4 3 8 5 5 2 1 Switch Phase I'1©5 Mnunnan Initial(s) 8.0 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 Mnimum Split(s) 13.5 13.5 13.5 13.5 13.5 13.5 13.5 20.5 13.5 Total Split(s) 20.0 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 Total Split(%) 19.0% 19.0% 28.6% 19.0% 28.6% 19.0% 19.0% 33.3% 19.0% Maxiunmn Green(s) 14.5 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Lost Thr e Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Tune(s) 5.5 5.5 5.5 5.5 5.5 5.5 Lead/Lag Lead Lead Lag lead Lag Lead Lead Lag Lead Lead-Lag Opthmze? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Node None None None None None None None Mn None Walk Tune(s) 5.0 5.0 5.0 m--h Dont Walk(s) 26.0 26.0 19.0 reoestrian Calls(#/Iv) 0 0 0 Act Effct Green(s) 11.2 10.8 12.1 8.7 25.3 21.5 Actuated g/C Ratio 0.23 0.22 0.25 0.18 0.53 0.45 RCO v/c Ratio 0.11 0.15 0.06 0.31 0.05 0.22 H N Control Delay 14.6 8.3 14.1 8.7 8.6 14.6 m Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 t�1 o Total Delay 14.6 8.3 14.1 8.7 8.6 14.6 p � � LOS B A n 1 A B C W y Approach Delay 10.9 9.6 14.2 'j0 C Approach LOS B B i Queue Length 50th(fl) 10 1 5 1 3 37 Q G Queue Length 95t h(fl) 27 29 18 86 >+ N Q Internal Link Dist(fl) 133 242 4493 t� Turn Bay Length(� 275 cL Base Capacity(vph) 632 893 635 917 763 3492 0 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap ReduLtn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.06 0.07 0.04 0.13 0.04 0.15 Intersection S Area Type: Other Cycle Length:105 1 Actuated Cycle Length:48 Natural Cycle:65 q _ Control Type:Actuated-Uncoordinated Ivhxnium v/c Ratio:0.31 - Intersection Signal Dclay 12.7 Intersection LOS:B Intersection Capacity Utilization 41.7% ICU Level of Service A - Analysis Period(u in)15 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Ictnley--Horn Page 19 Kvrrley--Horn Page 20 Teasley Commercial TIA 2024-Background+Site-AM-Signalized Lanes,Volumes,Timings z Teasley&Wheeler Ridge ti l r Detector Phase 1 6 _ Switch Phase Mnirriuunlnitial(s) 8.0 15.0 Mnimum Split(s) 13.5 20.5 Total Split(s) 20.0 35.0 - Total Split(%) 19.0% 33.3% Niodi nun Green(s) 14.5 29.5 Yellow True(s) 3.0 3.0 All-Red Tare(s) 2.5 2.5 Lost Trtne Adjust(s) 0.0 0.0 Total Lost Time(s) 5.5 5.5 Lead/Lag Lead lag Lead-Lag lOptrtmze? Yes Yes - Vehicle Extension(s) 3.0 3.0 all Mxle None Mn Walk Time(s) 5.0 Flash Dont Walk(s) 19.0 - E Pedestrian Calls(#/Iv) 0 N o Act BRA Green(s) 24.2 24.3 H N Actuated g/C Ratio 0.50 0.51 N o We Ratio 0.11 0.22 C a Control Delay 8.8 12.9 NQueue Delay 0.0 0.0 N -_ > Total Delay 8.8 12.9 In y 0 LOS j A B i 0 Q O.Approach Delay 12.4 rL Approach LOS B d Q Queue Length 50th(fl) 6 20 U E Queue Length 95th(fl) 31 94 p Internal Link Dist(fl) 1470 d Turn Bay Length(fi) 275 d Base Capacity(vph) 774 3492 0 Starvation Cap Reductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced v/c Ratio 0.08 0.16 Intersection Summary, 10/24/2023 Synchro 11 Report Ktmley--Horn Page 21 Teasley Commercial TIA 2024-Background+Site-AM-Signalized Teasley Commercial TIA 2024-Background+Site-AM-Signalized HCM 6th TWSC 4:Teasley&CentralIkive HCM 6th TWSC 8:Ryan&South Drive Intersection lll� I Intersection IV bit Delay,s/veh 0.2 hit alay,s/veh 1.7 Ivirvement EBL EBR NBL NUT SBT SBR Ivbvement EBL EBT WBT WBR SBL SBR Lane Configurations if ttt ttT. Lane Configurations rT '+ Y Traffic Vol,veh/h 0 27 0 747 604 33 Traffic Vol,veh/h 1 Future Vol,veh/h 0 27 0 747 604 33 Future Vol,veh/h Conflicting Peds,#/hr 0 0 0 0 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 1 Sign Control Stop Stop Free Free Free Free Sign Control Free Free Free Free Stop Stop RTChannelized - None - None - None RTChannelized - None - None 1 Storage Length - 0 - - - - Storage Length - 0 Veh in NEdian Storage,# 0 - 0 0 Veh in NEdian Storage,# - Grade,% 0 - - 0 0 - Grade,% - 0 0 0 Peak Hour Factor 92 92 92 92 92 92 Peak Hour Factor 86 86 86 86 1 Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 ".=Flow 0 29 0 812 657 36 Mvmt Flow 34 426 271 62 1 Nhior/Mnor Mnor2 W Nhiorl Nhior2 Nhior/Mnor Eco Conflicting Flow All 347 0 0 Conflicting Flow All 333 0 - 0 796 302 y o Stage 1 - - - Stage 1 - - 302 - H N Stage 2 - Stage 2 - 494 - V o Critical Fifty 7.14 CriticalHdwy 4.12 6.42 6.22 1 Critical FINy Stg 1 - - - - - - Critical FINy Stg I - - - - 5.42 - yN Critical Hdwy Stg 2 - Critical Hdvvy Stg 2 - 5.42 - > Follow-up Hdwy - 3.92 - - - - Follow up Hdwy 2.218 - - - 3.518 3.318 G N O Pot Cap-1 Nhneuver 0 554 0 Pot Cap-1 Nhneuver 1226 356 738 C Q O. Stage 1 0 - 0 Stage 1 - 750 - �, Stage 2 0 - 0 Stage 2 - 613 - Q Platoon blocked,% - - - Platoon blocked,% - - - Q Ivbv Cap-1 Maneuver - 554 - Ivbv Cap-1 Maneuver 1226 343 738 p Nbv Cap-2 Nlineuver Nbv Cap-2 Nlineuver - 343 - Stage 1 Stage 1 723 41 Stage 2 Stage 2 613 0 Approach EB NB SB Approach EB WB SB HCM Control alay,s 11.9 0 0 HCMControl Deby,s 0.6 0 15.4 HCMLOS B HCMLOS C Mnor Lane/Nhjor MVtnt NBTEBLnl SBT SBR Mnor Lane/Nhjor Nava t EBL EBT WBT WBR SBLnl Capacity(veh/h) 554 Capacity(veh/h) 1226 423 HCMLane V/C Ratio 0.053 HCMLane V/C Ratio 0.028 0.179 HCMControl Delay(s) 11.9 HCMControlDelay(s) 8 0 15.4 F"Lane LOS - B - - F"Lane LOS A A - - C FICM95th%tile Q(veh) 0.2 FICM95th%tile Q(veh) 0.1 0.6 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Ktmley--Hour Page 1 Knriley--Hour Page 2 Teasley Commercial TIA 2024-Background+Site-PM-Signalized Teasley Commercial TIA 2024-Background+Site-PM-Signalized Lanes,Volumes,Timings 1:Teasley&Wand River&IruianNliller Lanes,Volumes,Timings 1:Teasley&Wand River&LillianMiller -,\ t r 11, 4 r EBR ML WBT LEL Lane Group Lane Configurations Q''Ft ) �''� I ++ if Lanetonfigurations +T, Traffic Volume(vph) 1 64 Traffic Volume(vph) 551 203 Future Volume(Wh) 1 64 Future Volume(Wh) 551 203 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 Storage Length(ft) 100 0 50 0 275 0 135 Storage Length(ft) 0 Storage Lanes 1 0 1 0 1 1 1 Storage Lanes �Q - Taper Length(ft) 25 25 25 25 Taper Length(ft) Lane Utit Factor 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 �5 1.00 Lane Utit Factor - Fit 0.892 0.945 0.850 Fit 0.960 Fk Protected 0.950 0.950 a 0.950 0.950 Fk Protected Said.Flow(prot) 1583 0 1770 Said.How(prot) 3398 0 Fk Pemvtted �0.461 0.244 = 0.165 0.292 Fk Permitted - Said.Flow(pemn) 544 Said.Flow(pemn) 3398 0 Right Turn on Red PM Right Turn on Red Said.Flow(RTOR) 449 109 182 Said.Flow(RTOR) 57 Link Speed(mph) 40 30 Link Speed(mph) 35 --- - - Wistance(ft) 869 668 1252 link Distance(ft) 458 Travel Time(s) 14.8 15.2 19.0 Travel Trire(s) 8.9 1 - Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Peak Hour Factor 0.91 0.91 _ E Adj.Flow(vph) 1 70 Adj.Flow(vph) 605 223 m N Shared lane Traffic(%) Shared Lane Traffic(%) N Lane Gaup Flow(vph)A& Lane Group Flow(vph) 828 0 y o Enter Blocked Intersection No No No No Nb No No No No Nb No No Enter Blocked Intersection ALo No Lane Alignment � Left Left Right Left Left Right Left Left Right R ILIA Left Lane Alignment Left Right r R NEdian Width(ft) 12 12 12 NEdian Width(ft) 12 c y d LmkOffsegft) 0 0 0 LmkOffsegft) 0 G.y C Crosswalk Width(ft) 16 16 16 Crosswalk Width(ft) 16 O A Q. Two way Leff TurnLane Two way Leff TurnLane .+ C. Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Headway Factor 1.00 1.00 r y Q Turning Speed(mph) MW 15 9 15 9-� 15 Turning Speed(mph) L) E Number of Detectors 1 1 2 1 2 1 2 1 1 1 Number of Detectors 2 C Detector Template Left Thin leg Thou Right Left Left Detector Template LLeadingDetector(ft) 20 20 100 20 100 20 100 20 20 20 Leading Detector(11) 100 NTrailing Detector(fl) 0 0 jML 0 0 0 0 Trailing Detector(ft) 0 Detector I Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector I PosMn(ft) 0 Detector 1 Size(ft) 20 20 20 Detector 1 Size(ft) 6 Detector 1 Type CI+Ex CI+Ex CI+Ex G fEx CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex a+Ex Detector 1 Type CI+Ex Detector 1 Channel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 Detector 2 Position(ft) 94 94 Detector 2Position(ft) 94 Deteetor2 Size(ft) 6 6 6 Detector2 Size(ft) 6 Detector 2 Type CI+Ex CI+F.x Detector 2 Type CI+Ex Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) 0.0 Detector 2 Extend(s) 0.0 Tura Type custom D.P+P NA D.P+P NA D.P+P NA Perm custom D.P+P Turn Type NA Protected Phases 7 4 5 -1111W- 1 Protected Phases 6 Permitted Phases 3 4 8 6 2 1 2 Permitted Phases 10/24/2023 Synchro 11 Report 1024/2023 Synchro 11 Report Kanley--Horn Page 1 Kniley--Horn Page 2 Teasley Commercial TIA 2024-Background+Site-PM-Signalized Teasley Commercial TIA 2024-Background+Site-PM-Signalized Lanes,Volumes,Timings 1:Teasley&wmdRiver&Irma,lvfller Lanes,Volumes,Timings 1:Teasley&wmdRiver&IruianNl&r EBT EBR ABL my WBR NBL NBT NBR SBU sBL Lane Group = SBT SBR Detector Phase 31 3 8 7 4 5 2 2 1 1 Detector Phase 6 Switch Phase Switch Phase Mnlniurn Initial(s) 4.0 5.0 4.0 5.0 4.0 15.0 15.0 4.0 4.0 Mnlniurn Initial(s) 15.0 Mnimum Split(s) 10.0 10.0 11.0 10.0 11.0 10.0 21.0 21.0 10.0 10.0 Mnimum Split(s) 21.0 Total Split(s) 20.0 20.0 20.0 20.0 20.0 20.0 30.0 30.0 20.0 20.0 Total Split(s) 30.0 - Total Split(%) 22.2% 22.2% 22.2% 22.2% 22.2% 22.2% 33.3% 33.3% 22.2% 22.2% Total SplitClo) 33.3% Mrminnmt Green(s) 14.0 14.0 14.0 14.0 14.0 14.0 24.0 24.0 14.0 14.0 Maxh=Green(s) 24.0 Yellow Time(s) 3.5 3.5 4.0 3.5 4.0 3.5 4.5 4.5 3.5 3.5 Yellow Time(s) 4.5 All-Red Time(s) 2.5 2.5 2.0 2.5 2.0 2.5 1.5 1.5 2.5 2.5 All-Red Titre(s) 1.5 - Lost Tune Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lost Tune Adjust(s) 0.0 Total Lost Tune(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Total Lost Time(s) 6.0 - Lead/Lag Lead Lead Lag Lead Lag Lead Lag Lag Lead Lead Lead/Lag Lag Lead-Lag Optirmze? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Lead-Lag Optimize? Yes - Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Vehicle Extension(s) 3.0 Rrrall Mile None None Mn None Mn None Mn Mn None None Recall Mile Mn - a..cTune(s) 6.0 6.0 6.0 6.0 Walk Tune(s) 6.0 Flash Dont Walk(s) 25.0 25.0 21.0 21.0 Flash Dont Walk(s) 21.0 1 - Pedestrian Calls(#/Iv) 0 0 0 0 Pedestrian Calls(#/hr) 0 I= m Act Eflct Green(s) 23.0 16.4 24.4 10.8 36.9 32.3 32.3 38.3 Act Etict Green(s) 22.8 - N N Actuated g/C Ratio 0.27 0.20 0.29 0.13 0.44 0.38 0.38 0.46 Actuated g/C Ratio 0.27 F v/c Ratio 0.60 0.72 0.44 0.63 1.07 0.51 0.17 0.20 v/c Ratio 0.86co - V o Control Delay 28.4 17.2 24.7 29.2 89.9 23.6 1.4 13.3 Control Delay 38.3 O � Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Delay 0.0 NN Total Delay 28.4 17.2 24.7 29.2 89.9 23.6 1.4 13.3 Total Delay 38.3 d - > LOS = C B C C F C A B LOS D N Approach Delay 19.9 28.0 43.4 Approach Delay 36.3 p a CL Approach LOS B C D Approach LOS D w d Q Queue Length 50th(fl) 88 67 46 60 -201 157 0 19 Queue Length 50th(fl) 210 U a) Queue Length 95th(fl) 146 138 85 104 #400 235 11 43 Queue Length 95th(fl) #326 Q Internal Link Dist(it) 789 588 1172 Internal Link Dist(fl) 378 O Turn Bay Length(tt) 100 50 275� 135 Turn Bay Length(tt) d Base Capacity(vph) 407 984 367 651 379 1360 720 481 Base Capacity(vph) 1016 yStarvation Cap Reductn 0 0 0JJJW- 0 0 Starvation Cap Reductn Spillback Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn Reduced v/c Ratio 0.55 0.72 0.34 0.51 1.07 0.51 0.17 0.15 Reduced We Ratio 0.81 Intersection S Intersection Suninary Area Type: Other Cale Length:90 Actuated Cycle Length:84.1 Natural Cycle:80 qW Control Type:Actuated-Uncoordinated Ivh.xn=v/c Ratio:1.07 Intersection Signal Delay 33.3 Intersection LOS:C Intersection Capacity Utilization 88.2% ICU Level of Service E Analysis Period(nin)15 Volume exceeds capacity,queue is theoretically infinite. Queue shown is tnaxurnnn after two cycles. 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Ictnley--Hum Page 3 Kruley--Horn Page 4 Teasley Commercial TIA 2024-Background+Site-PM-Signalized Teasley Commercial TIA 2024-Background+Site-PM-Signalized Lanes,Volumes,Timings 1:Teasley&WindRlver&Lillianlvfller Lanes,Volumes,Timings 3:Teasley&Hunters Creek xd/IleightsBlvd # 951h percentile vohune exceeds capacity,queue maybe longer. , ` ~ t + �/ Queue shown is maximum after two cycles. WBR SBL Sur sER Splits and Phases: 1:Teasley&Word River&Lillian N&r Lane Configurations 41 41 F► ) tt r. & 1401 I©2 , !0-04 Traffic Volume(vph) 47 1 60 901 85 30 s 20 s Future Volume(Wh) 47 60 901 85 Ideal Flow(vphpl) �1900 1900 1900 05 - - 8 Storage Length(ft) 0 0 0 0 275 0 275 0 30 s 20 s Storage Lanes 0 0 0 0 1 AMMEffr- 1 0 Taper Length(fl) 25 25 25 25 Lane Utit Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 �1 1.00 0.91 0.91 Frt 0.935 0.954 0.993 0.987 Fk Protected 0.975 0.968 0.950 MW 0.950 - Satd.How(prot) 0 Fh Pemritted 0.818 0.778 0.214 j 0.229 Satd.Flow(pemn) Right Turn on Red es Saud.Flow(MR) 103 103 10 20 Link Speed(mph) 30 �30 45 91r 45 Link Distance(ft) 524 254 390 359 E M Travel Tnne(s) 11.9 1W.8 or5.9 5.4 N o Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 N 00 Adj.Flow(vph) 51 65 979 92 V Shared lane Traffic(%) 0 _ Lane Group Flow(vph) 0 65 1071 0 Enter Blocked Intersection No No No No No No No No No No No No G1•y > Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right c fA 00 NEdian Width(It) 0 0 12 12 O Q G LmkOffsegfl) 0 0 0 > Q Crosswalk Wndth(ft) 16 16 16 16 U Tvm way Left Turn Lane - G D-IeadwayFactor 1.00 1.00 1.00 I.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 O Turning Speed(mph) 15 1 9 15� 15 9 > Number of Detectors 1 2 1 2 1 2 1 2 Q Detector Template Left Thin 1 Left TbJEW Left Thm Leading Detector(11) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 Detector I PosWn(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex C1+Ex CI+Ex CI+Ex CI+Ex C1+Ex C1+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector IDelay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2Position(ft) 94 94 94 94 Detector2 Size(ft) 6 6 6 6 Detector 2 Type C1+Fx C1+Ex CI+FX Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 Tom Type D.Pm NA D.Pm NA D.P+P NA D.P+P NA Protected Phases 8 2 MIEr' 6 Pernitted Phases 8 4 6 2 10/24/2023 Synchm 11 Report 10/24/2023 Synchm 11 Report Emdey--Hom Page 5 Krnley--Flom Page 6 Teasley Commercial TIA 2024-Background+Site-PM-Signalized Teasley Commercial TIA 2024-Background+Site-PM-Signalized Lanes,Volumes,Timings 3:Teasley&I-Iunters CreekRd/Heights Blvd Lanes,Volumes,Timings 3:Teasley&I-Lunters CreekRd/Heights Blvd ` 4% t /P. y 1 �/ Splits and Phases: 3:Teasley&Hunters CreekRd/Heights Blvd EET EBR mL WBT WBR mL \001 10? -1'04 Detector Phase 8 4 4 8 5 2 1 6 s, I Switch Phase 68 Mninium Initial(s) 8.0 8.0 8.0 8.0 8.0 15.0 8.0 15.0 Mnimum Split(s) 13.5 13.5 13.5 13.5 13.5 20.5 13.5 20.5 Total Split(s) 30.0 30.0 30.0 30.0 20.0 35.0 20.0 35.0 _ Total Split(%) 35.3% 35.3% 35.3% 35.3% 23.5% 41.2% 23.5% 41.2% Mrpnnun Green(s) 24.5 24.5 24.5 24.5 14.5 29.5 14.5 29.5 _ Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Tare(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 _ Lost Trtne Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time(s) 5.5 5.5 5.5 5.5 5.5 5.5 --d/lag Lead Lag Lead Lag Lead-Lag Opthmze? Yes Yes Yes Yes _ Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 E m Recalllvbde None None None None None Mn None Mn _ y o Walk Tur>e(s) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 26.0 26.0 26.0 26.0 19.0 19.000 _ V g Pedestrian Calls(#An) 0 0 0 0 0 0 C C � Act BRA Green(s) 10.2 10.2 27.9 24.7 29.1 21.7 _ C y N Actuated g/C Ratio 0.19 0.19 0.52 0.46 0.54 0.40 y •y > v/c Ratio 0.52 0.10 0.23 0.45 0.15 0.52 G A Control Delay 16.6 0.6 6.5 12.2 5.8 14.1 O .. CL Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 w r Q Total Delay 16.6 0.6 6.5 12.2 5.8 14.1 d LOS - B A A B A B U Q Approach Delay 16.6 0.6 11.7 13.6 O Approach IDS B A B B 41 Queue Length 50th(fl) 23 0 10 91 7 92 y Queue Length 95th(fl) 82 0 31 148 22 153 Internal Link Dist(it) 444 174 310 279 Turn Bay Length(fl) 275 275 Base Capacity(vph) 724 704 620 2870 629 2846 Starvation Cap Reducn 0 0 0 0 0 , 0 Spillback Cap ReduLtn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.26 0.05 0.15 0.37 0.10 0.38 Intersection S Area Type: Other Cycle Length:85 Actuated Cycle Length:53.6 Natural Cycle:50 qW Control Type:Actuated-Uncoordinated Ivhxn=v/c Ratio:0.52 Intersection Signal Delay 12.8 Intersection LOS:B Intersection Capacity Utilization 50.5% ICU Level of Service A Analysis Period(umn)15 10/24/2023 Synchro 11 Report 10/24/2023 Synchm 11 Report Eanley--Horn Page 7 Knrley--Horn Page 8 Teasley Commercial TIA 2024-Background+Site-PM-Signalized Teasley Commercial TIA 2024-Background+Site-PM-Signalized Lanes,Volumes,Timings S:Teasley&Ryan/wheeler(Ehn Sch.) Lanes,Volumes,Timings S:Teasley&Ryan/wneeler(Ehn.Sch.) WBR NBU ML NB Lane(Troup Lane Configurations T' ft ) '{'+I* I LaneVonfigurations +0 Traffic Volume(vph) 827 25 1 6 Traffic Volume(vph) 831 186 Future Volume(Wh) 827 25 1 6 Future Volume(Wh) 831 186 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 Storage Length(ft) 240 100 0 0 350 0 500 Storage Length(ft) 0 Storage Lanes 1 1 1 0 1 0 1 Storage Lanes 0 Taper Length(1l) 25 25 25 25 Taper Length(ft) Lane Uhl.Factor 1.00 1f� 1.00 LM 1.00 0.91 1.00�V i 0.91 1.00 Lane Uhl.Factor Frt 0.850 0.914 0.996 Frt 0.973 Fk Protected 0.95Q- 0.950 JIMEL 0.950 0.950 Fk Protected i Satd.Flow(prot) 0 0 1770 Satd.How(prot) 4948 0 Fk Pemvtted 0.7 .176 = 0.282 Fk Permitted " ''Flow(peon) 0 0 525 Satd.Flow(peon) 4948 0 Right Turn on Red Right Turn on Red Satd.Flow(MR) 279 8 4 Satd.Flow(MR) 47 RLink Speed(mph) 9W5 45 Link Speed(mph) 45 N Link Distance(ft) 786 516 634 Link Distance(ft) 669 H N T1a,�I Time(a) 15.3 10.1 9.6 Travel Time(s) 10.1 d o Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Peak Hour Factor 0.96 0.96 U Adj.Flow(vph) 861 26 1 6 Adj.Flow(vph) 866 194 Shared lane Traffic(%) Shared Lane Traffic(%) C y y Lane Group Flow(vph)jM 430 887 0 0 7 Lane Group Flow(vph) 1060 0 C.N C Enter Blocked Intersection No No No No Nb No No No No No No Nb Enter Blocked hrtersection No No O Q "Lane Alignment Left Left Right Left Left Right RNA Left Left Right RNA Left Lane Alignment Left Right QNEdian Width(i) 12 12 12 Ngdian Width(ft) 12 a QLnkoffset(ft) = 0 0 ImkOfsegfl) 0 (� E Crosswalk Wndth(ft) 16 16 16 Crosswalk Wndth(ft) 16 OTwo way Left Turn Lane TuowayLeft Turn Lane Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Headway Factor 1.00 1.00 j Turning Speed(mph) 15 IMEMEW-79 15 9 15 15 Turning Speed(mph) N Number of Detectors 1 2 1 1 2 1 1 2 1 1 Number of Detectors 2 Detector Template Left Thm Right Left Left Left Thnr Left Detector Template Leading Detector(ft) 20 100 20 20 100 20 20 100 20 20 Leading Detector(11) 100 Trailing Detector(fl) 111hM1.L 0 �0 0 0 0 0 JW 0 Trailing Detector(ft) 0 Detector I Position($) 0 0 0 0 0 0 0 0 0 0 Detector I PosMn(ft) 0 Detector 1 Size(ft) 20 20 6 i 20 Detector 1 Size(ft) 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CN-Ex Detector 1 Type CI+Ex Detector 1 Channel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 Detector 1 Queue(s) 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 Detector 2Position(ft) 94 Detector 2Position(ft) 94 Detector2 Size(ft) 6 6 6 Detector2 Size(ft) 6 Detector 2 Type Fx Detector 2 Type CI+Ex Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) P0.0 � 0.0 Detector 2 Extend(s) 0.0 Tura Type D.P+P NA Perm D.P+P NA D.P+P D.P+P NA D.P+P D.P+P Tian Type NA Protected Phases 7 4 - 8 5 5 1 Protected Phases 6 Pemntted Phases 8 4 4 6 6 2 2 Pemntted Phases 10/24/2023 Synchro 11 Report 1024/2023 Synchro 11 Report Ktmley--Hom Page 9 Kvnley--Horn Page 10 Teasley Commercial TIA 2024-Background+Site-PM-Signalized Teasley Commercial TIA 2024-Background+Site-PM-Signalized Lanes,Volumes,Timings 5:Teasley&Ryan/wneeler(Ehn Sch.) Lanes,Volumes,Timings 5:Teasley&Ryan/wneeler(Ehn.Sch.) -. 7 ` *\ t ,* l4 Splits and Phases: 5:Teasley&RyanRVheeler(EltnSch.) EBT EBR ML WBT WBR NBU ML NUT NBR SBU SBL 40 t1 t: ``- --*'{ 90 sIti 2D Detector Phase 7 4 4 3 8 5 5 2 1 1 ` I Switch Phase tlfl5 + �J5 ,` Je Mninann Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 15.0 5.0 5.0 Mnimum Split(s) 12.0 11.0 11.0 12.0 12.0 12.0 12.0 21.0 12.0 12.0 Total Split(s) 20.0 30.0 30.0 20.0 30.0 20.0 20.0 40.0 20.0 20.0 Total Split(%) 18.2% 27.3% 27.3% 18.21/. 27.3% 18.2% 18.2% 36.4% 18.2% 18.2% Maxinmmn Green(s) 13.0 24.0 24.0 13.0 23.0 13.0 13.0 34.0 13.0 13.0 Yellow Time(s) 3.5 4.0 4.0 3.5 3.5 3.5 3.5 4.5 3.5 3.5 AIi-Red Time(s) 3.5 2.0 2.0 3.5 3.5 3.5 3.5 1.5 3.5 3.5 Lost Tane Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Thine(s) 7.0 6.0 6.0 7.0 7.0 7.0 6.0 7.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead lead Lead-Lag Opt n ize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Node None None None None None None None Mn None None ..--c Time(s) 5.0 5.0 5.0 5.0 Flash Dont Walk(s) 27.0 27.0 27.0 24.0 Pedestrian Calls(#/Iv) 0 0 0 0 E co Act Effct Green(s) 15.0 12.3 12.3 13.8 6.2 35.3 41.5 41.4 N p Actuated g/C Ratio 0.21 0.17 0.17 0.19 0.08 0.48 0.57 0.57 H Q v/c Ratio 0.59 0.01 0.56 0.09 0.09 1.02 0.31 0.02 00 N o Control Delay 32.9 32.5 9.6 23.8 27.9 71.6 10.4 8.7 C ;: Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +O .O-0 Total Delay 32.9 32.5 9.6 23.8 27.9 71.6 10.4 8.7 y y j LOS C C A C C E B A C N O Approach clay 19.8 25.3 30.4 Q Q C.Approach IDS B C C C Q Queue Length 50th(fl) 84 1 0 9 2 131 54 1 V a) Queue Length 95th(fl) 165 7 71 30 22 #431 165 8 Internal Link Dist(fl) 706 436 554 CL O 11un Bay Length(fi) 240 100 350 500 Base Capacity(vph) 422 2879 533 N Starvation Cap Reductn 0 0 0 0 0 0 0 0 G Spillback Cap ReduLtn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.55 0.00 0.39 0.07 0.03 1.02 0.31 0.01 Intersection Surntnary Area Type: Other Cycle Length:110 - Actuated Cycle Length:73 Natural Cale:70 - Control Type:Actuated-Lhcoordinated Mr.xurnnn v/c Ratio:1.02 - Intersection Signal Delay 25.9 Intersection LOS:C Intersection Capacity Utilization 84.7% ICU Level of Service E Analysis Period(min)15 # 951hperoentte volume exceeds capacity,queue maybe longer. Queue shown is rraxurnan after cm cycles. 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Icanley--Hum Page 11 Kvnley--Horn Page 12 Teasley Commercial TIA 2024-Background+Site-PM-Signalized Teasley Commercial TIA 2024-Background+Site-PM-Signalized Lanes,Volumes,Timings 5:Teasley&Ryan/wheeler(Ehn Sch.) Lanes,Volumes,Timings 6:Teasley&Robinson 1 --I -- --* f- ~ t f, -*,, t " ti -� EBL EBT EBR ML WBT WBR MU NBL MT NB�, Detector Phase 6 Lane Configurations T. I. ) ttT. Switch Phase Traffic Volume(vph) 14 775 35 19 352 Mrarnun Initial(s) 15.0 Future Volume(Wh) 14 775 35 19 352 Mnimum Split(s) 21.0 Ideal Flow(vphpl) Total Split(s) 40.0 Storage Length(ft) 0 0 0 0 350 0 350 Total Split(%) 36.4% Storage Lanes 1 0 1 0 1 0 1 Mrxinnrn Green(s) 34.0 Taper Length(ff) 25 25 25 25 Yellow Time(s) 4.5 Lane Uhl.Factor 1.00 �00 1.00 1 1.00 0.91 0.91 0.91 1.00 All-Red Time(s) 1.5 Fit 0.979 0.858 0.994 Lost Thine Adjust(s) 0.0 Fk Protected 0.950 -0.950- 0.950 0.950 Total Lost Thine(a) 6.0 Said.Flow(prot) 0 0 1770 Lead/Lag Lag FltPemiltted 0.357�0.851- 0.292 i 0.250 Lead-Lag Optimize? Yes ! Said.Flow(pemr) v hicle Extension(s) 3.0 Right Turn on Red Yes -call Mtrt Said.Flow(RTOR) 2 454 6 Walk Tune(s) 5.0 Link Speed(mph) 0 30 45 qW FlashDontWalk(s) 24.0 Link Distance(11) 429 558 1550 E c, Pedestrian Calls(#Au) 0 Travel Time(s) 9.8 12.7 23.5 HAct Effct Green(s) 22.9 Peak 1 bur Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 00 Actuated g/C Ratio 0.31 Adj.Flow(tph) 15 824 37 20 374 V RWe Ratio 0.67 Shared Lane Traffic(%) Control Delay 23.4 Lane Group Flow(vph) 861 0 0 394 Queue Delay 0.0 Enter Blocked Intersection AIo Nb Nb No No No No No Nb Nb No No d tn j Totallelay 23.4 Lane Alignment Left Deft Right Leff Left Right RNA Left Leff Right RNA Left to IDS C Nbdian Width(fl) 12 12 12 p Q ApproachIeby 23.3 LmkOffsegfl) 0 0 r Q Approach IDS C Crosswalk Wrdth(ft) 16 16 16 Queue Length 50th(fl) 130 Teo way Leff Tura Lane V Q. Queue Length 95th(fl) 225 D-Ieadway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 O Internal Link Dist(fl) 589 Turning Speed(mph) 15 1 9 15� 9 15 9 9 15 N Turn Bay Length(ff) Number ofDetectors 1 2 1 2 1 1 2 1 1 N Base Capacity(vph) 2395 Detector Template Left Thtu Leff Tin Leff Leff Thm Ziff Leff Starvation Cap Reductn 0 Leading Detector(11) 20 100 20 100 20 20 100 20 20 Spillback Cap Reductn 0 Trailing Detector(ft) 0 0 0 0 0 0 M 0 Storage Cap Reductn 0 Detector I Position(ft) 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.44 Detector 1 Size(ft) 20 6 20 6 JWMMMM6. 6 MM 20 Detector 1 Type CI+Ex CI+Ex CI+Ex C1+Ex CI+Ex CI+Ex CI+Ex C1+Ex CN-Ex Intersection Summary Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Position(ft) 94 94 94 - Detector2 Size(ft) 6 6 6 Detector 2 Type CREK CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 Turn Type D.P+P NA D.P+P NA D.P+P D.P+P NA DP-P D.P+P Protected Phases 7 3 8 5 5 2 1 1 Pemvtted Phases 8 4 6 6 2 2 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Kmiley--Hom Page 13 Kniley--Flom Page 14 Teasley Commercial TIA 2024-Background+Site-PM-Signalized Teasley Commercial TIA 2024-Background+Site-PM-Signalized Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson --I -- --* 4- ~ t f, -*,, t /,. " 1* Lane Group = EBT EBR WBL WBT WBR NBU NBL NUT NBR SBU SBL Laner[bnfigurations +0 Detector Phase 7 4 3 8 5 5 2 1 1 Traffic Volume(vph) 815 14 Switch Phase Future Volume(Wh) 815 14 Mm umInitial(s) 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 8.0 Ideal Flow(vphpl) 1900 1900 Mnimum Split(s) 13.5 23.5 13.5 23.5 13.5 13.5 23.5 13.5 13.5 Storage Length(ff) 0 Total Split(s) 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 20.0 Storage Lanes 0 Total Split(/) 19.0% 28.6% 19.0% 28.6% 19.0% 19.0% 33.3% 19.0% 19.0% Taper Length(fl) Nhximum Green(s) 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 14.5 Lane Uhl.Factor jl 0.91 Yellow Time(a) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Fn 0.997 All-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Fk Protected Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Satd.Flow(prot) 5070 0 Total Lost Tune(a) 5.5 5.5 5.5 5.5 5.5 5.5 5.5 Fk Pemnihed Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead Satd.Flow(perm) 5070 0 Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Right Turn on Red r Vehicle Extension(a) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Saud.Flow(RTOR) 2 Recall Mxle None None None None None None Mn Alone None Speed(mph) 45 Act Etlet Green(s) 12.2 10.0 12.2 11.2 39.0 18.7 33.9 Link Distance(ff) 564 Actuated g/C Ratio 0.19 0.16 0.19 0.17 0.61 0.29 0.53 Travel Tune(s) 8.5 We Ratio 0.05 0.05 0.22 0.74 0.04 0.58 0.71 E Peak l lour Factor 0.94 0.94 Control Delay 20.2 25.2 22.4 11.4 8.1 21.9 20.9 C) Adj.Flow(vph) 867 15 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 H N Shared Lane Traffic(%) Total Delay 20.2 25.2 22.4 11.4 8.1 21.9 20.9 d 5 Lane Group Flow(vph)_jM 882 0 LOS C C C B A C C C - Enter Blocked Intersection No No Approach Delay 22.8 12.9 21.6 r -a Lane Alignment Leff Right Approach LOS C B C N >Nkdian Width(it) 12 Queue Length 501h(fl) 4 3 22 8 2 86 52 0 y a Imkoffset(ff) 0 Queue Length 95th(ff) 17 22 59 105 17 202 #334 C Q C.Crosswalk Wrdth(ft) 16 Internal hilt Dist(fl) 349 478 1470 A Q T%n way Leff Turn Lane Two Bay Length(1) 350 350 4) D-IeadwayFactor 1.00 1.00 Base Capacity(Wh) 449 'ate 486 912 626 2441 555 V Q Turning Speed(mph) Starvation Cap Reducta 0 0 0 0 0 0 0 a Number of Detectors 2 Spillback Cap Reductn 0 ^ 0 0 0 0 Detector Template Storage Cup Reductn 0 0 0 0 0 0 0 Leading Detector(ff) 100 Reduced We Ratio 0.03 0.02 0.15 0.53 0.03 0.35 0.71 p Trailing Detector(fl) 0 Detector I Postron(ff) 0 Intersection Summary Detector I Size(ff) 6 Area Type: Other Detector I Type CI+Ex Cycle Length:105 Detector 1 Channel Actuated Cycle Length:64.2 Detector 1 Extend(s) 0.0 Natural Cycle:80 Detector 1 Queue(s) 0.0 Control Type:Actmted-Uncoordinated Detector 1 Delay(s) 0.0 Nhxi mum We Ratio:0.74 Detector Position(ft) 94 Intersection Signal Delay.15.9 Intersection LIDS:B Detector2Size(ff) 6 Intersection Capacity Uilization 77.7% ICUIevelofServiceD Detector 2 Type CT+hx Analysis Period(min)15 Detector 2 Channel # 95th percentile volume exceeds capacity,queue maybe longer. Detector 2 Extend(s) 0.0 Queue shown is maximum after two cycles. Tura Type NA Protected Phases 6 Penn ifted Phases 10/24/2023 Synebro I I Report 10/24/2023 Synchro I I Report Kmiley--Hom Page 15 Kniley--Horn Page 16 Teasley Commercial TIA 2024-Background+Site-PM-Signalized Teasley Commercial TIA 2024-Background+Site-PM-Signalized Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson Splits and Phases: 6:Teasley&Robinson 1 �/ 1401 I I G' 4 Lane Group = Sur SBR I Detector Phase 6 *05 + G5 �T �08 Switch Phase Mniur un Initial(s) 15.0 Mnimum Split(s) 23.5 Total Split(s) 35.0 Total Split('/o) 33.3 Nhxh=Green(s) 29.5 Yellow Time(a) 3.0 All-Red Time(s) 2.5 Lost Tine Adjust(s) 0.0 Total Lost Time(a) 5.5 Lead/Lag Lag Lead-Lag Optrtrrize? Yes - Vehicle Extension(a) 3.0 Recall Mxle Mn - Act Etrct Green(s) 37.9 Actuated g/C Ratio 0.59 E M We Ratio 0.29 N o Control Delay 9.8 - N 00 Queue Delay 0.0 V Total Delay 9.8 - G LOS A ++ Approach Delay 13.2 - d y > Approach LOS B c to O` Queue Length 50dr(fl) 35 O Q CL G Queue Length 95th(fl) 186 w C Q Internal Link Dist(fl) 4M d Tun Bay Length(1t) U M Base Capacity(Wh) 2992 _O Starvation Cap Reductn 0 d Spillback Cap Reductn 0 Q Storage Cap Reductn 0 Reduced u/c Ratio 0.29 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Kanley--Horn Page 17 Kunley--Horn Page 18 Teasley Commercial TIA 2024-Background+Site-PM-Signalized Teasley Commercial TIA 2024-Background+Site-PM-Signalized Lanes,Volumes,Timings z Teasley&wheeler Ridge Lanes,Volumes,Timings z Teasley&wheeler Ridge EBT EBR WBR NW ML NUT MR = Lao Lane Configurations to I A 1 +0 4 Danetonfigurations W, Traffic Volume(vph) 748 46 1 77 Traffic Volume(vph) 780 40 - Future Volume(Wh) 748 46 1 77 Future Volume(Wh) 780 40 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 Storage Length(ft) 0 0 0 0 275 0 275 Storage Length(ft) 0 Storage Lanes 1 0 1 0 1 j 0 1 Storage Lanes 0 - Taper Length(1l) 25 25 25 25 Taper Length(ft) Lane Uhl.Factor 1.00 ` 1.00 0.91 1.00 0.2M0.91 0.91 1.00 Lane Uhl.Factor - Frt 0.865 0.866 0.991 Err 0.993 Fk Protected 0.95 0.950 0.950 Fk Protected i - Satd.Flow(prot) 0 0 1770 Satd.How(prot) 5050 0 Fk Pemvhed 307� 0.319 Fk Permitted - Said.Flow(penm 0 0 594 Said.Flow(penm 5050 0 Right Turn on Red Yes Right Turn on Red - 1.Flow(RTOR) 36 51 9 Said.Flow(RTOR) 7 Link Speed(mph) -M1W0 30 45 Link Speed(mph) 45 Link Distance(ft) 213 322 4573 link Distance(ft) 1550 E M TraveI Tune(s) 4.8 7.3 69.3 Travel Trme(s) 23.5 - M N Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Peak l bur Factor 0.97 0.97 o Adj.Flow(vph) 771 47 1 79 Adj.Flow(vph) 804 41 41 o Shared Lane Traffic(%) Shared Lane Traffic(%) U Lane Group Flow(vph)M 818 0 0 80 Lane Group Flow(vph) 845 0 - �0„ w V Enter Blocked Intersection No No No No No No No No Nb No No No Enter Blocked Intersection No No W N Lane Alignment Left Left Right Left Left Right RNA Left Left Right RNA Left Lane Alignment Left Right p H > NEdian Width(ff) 12 12 12 NEdian Width(ff) 12 o Q a L�offset(ft) o o r nko>�eq$) o « CL Crosswalk Width(ft) 16 16 16 Crosswalk Wrdth(ft) 16 wy Q T.wayLeftTumLane TuowayLeft Turn Lane V E I-kadwayFactor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I-kadwayFactor 1.00 1.00 C Turning Speed(mph) 15' 9 15 15 Turning Speed(mph) N Number of Detectors 1 2 1 2 1 1 2 1 1 Number of Detectors 2 > Detector Template Left Left Left Thar Left Detector Template C Leadlogatector(ft) 20 100 20 100 20 20 100 20 20 Leading Detector(11) 100 Trailing Detector(ft) 001M...0 0 0 0 0 0 JW 0 Trailing Detector(ft) 0 Detector I Posinan(ft) 0 0 0 0 0 0 0 0 0 Detector I Posiron(ft) 0 Detector 1 Size(ft) jjjjjjM 20 6 20 20 6 i 20 Detector 1 Size(ft) 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CN-Ex CI+Ex CI+Ex CI+Ex CI+Ex CN-Ex Detector 1 Type CI+Ex Detector 1 Channel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 0. 0.0 Detector 1 Queue(s) 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 Detector 2 Position(ft) 94 Detector 2 Position(8) 94 Detector2 Size(ft) 6 6 6 Detector2 Size(ft) 6 Detector 2 Type Ex Detector 2 Type CI+Ex Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) 0.0 Detector 2 Extend(s) 0.0 Turn Type D.P+P NA D.P+P NA D.P+P D.P+P NA D.P+P D.P+P Turn Type NA Protected Phases 8 5 5 1 Protected Phases 6 Pertained Phases 8 4 6 6 2 2 Pertained Phases 1024/2023 Synchro 11 Report 1024/2023 Synchro 11 Report Kmrley--Horn Page 19 Kniley--Hbin Page 20 Teasley Commercial TIA 2024-Background+Site-PM-Signalized Teasley Commercial TIA 2024-Background+Site-PM-Signalized Lanes,Volumes,Timings Z Teasley&wheeler Ridge Lanes,Volumes,Timings Z Teasley&wheeler Ridge -. 7 ` T ,* l! SphLsandPhases: 7:Teasley&wheeler Ridge EBL EBT EBR mL wBT WBR NBU NBL NBT NBR SBU sBL "01 102 ♦ 0- 30 s atectorPhase 7 4 3 8 5 5 2 1 1 Switch Phase I'1 05 + 05 O? Mnunnun Initial(s) 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 8.0 Mnimum Split(s) 13.5 13.5 13.5 13.5 13.5 13.5 20.5 13.5 13.5 Total Split(s) 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 20.0 Total Split(%) 19.0% 28.6% 19.0% 28.6% 19.0% 19.0% 33.3% 19.0% 19.0% Maxim urn Green(s) 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 14.5 Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 AIi-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Lost Thoe Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Tune(s) 5.5 5.5 5.5 5.5 5.5 5.5 5.5 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead lead Lead-Lag Gptrtnize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 ^-callMxle None None None None None None Mn None None walk Time(s) 5.0 5.0 5.0 Flash Dont Walk(s) 26.0 26.0 19.0 Pedestrian Calls(#/Iv) 0 0 0 R N Act Etfct Green(s) 12.1 9.8 12.1 9.8 28.2 28.3 28.2 H N Actuated g/C Ratio 0.25 0.20 0.25 0.20 0.59 0.59 0.59 o v/c Ratio 0.06 0.11 0.07 0.15 0.10 0.27 0.14 tl Control Delay 16.7 12.6 16.6 11.7 7.7 12.9 7.7 o M Queue I Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 r N y Total De y 16.7 12.6 16.6 11.7 7.7 12.9 7.7 0'y C LOS B B B B A B A 4- to i Approach Delay 14.2 13.4 12.6 C a Q Approach IDS B B B r r Q Queue Length 50th(11) 7 1 8 1 5 65 8 O E Queue Length 95th($) 24 27 26 32 27 135 35 G. Internal Link Dist(8) 133 242 4493 C Turn Bay Length(tl) 275 275 j Base Capacity(vph) 735 954 735 962 809 3506 815 N Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.04 0.04 0.04 0.06 0.07 0.23 0.10 Intersection S Area Type: Other Cycle Length:105 Actuated Cycle Length:47.9 Natural Cycle:65 q Control Type:Actuated-Uncoordinated Ivhxnium v/c Ratio:0.28 Intersection Signal Delay.12.6 Intersection LOS:B Intersection Capacity Utilization 44.7% ICU Level of Service A Analysis Period(uma)15 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Ictnley--Horn Page 21 Kvrdey--Horn Page 22 Teasley Commercial TIA 2024-Background+Site-PM-Signalized Lanes,Volumes,Timings z Teasley&Wheeler Ridge l r Detector Phase 6 _ Switch Phase Mnuanunlnitial(s) 15.0 Mnimurn Spht(s) 20.5 Total Split(s) 35.0 Total Split(%) 33.3 Niodi nun Green(s) 29.5 Yellow True(s) 3.0 All-Red Tune(s) 2.5 Lost Taw Adjust(s) 0.0 Total Lost Tirne(s) 5.5 Lead/Lag Lag Lead-Lag Optanw? Yes - Vehicle Ext—ion 3.0 Recall Mw, Mn Walk Tune(s) 5.0 Flash Ibnt Walk) 19.0 - Pedestrian Calls /� 0 Act Effct Green o 28.4 - Actuated g/CRkBo� 0.59 Wc Ratio v 0.28 _ Control Dela� 12.9 Queue Dela y 0.0 Total Delay a) 12.9 LOS rA O` B Approach Ik ya Q 12.4 Approach LOS C Q B Queue Len 5 (8) 67 Queue Leng i 9 i(8) 139 Internal Link Dish) 1470 Turn Bay LengdI t) Base Capacity( h) 3512 Starvation Cap fWductn 0 Spillback Cap ReduLtn 0 Storage Cap Reductn 0 Reduced We Ratio 0.24 Intersection Sumrnary, 10/24/2023 Synchro 11 Report Ktmley--Horn Page 23 Teasley Commercial TIA 2024-Background+Site-PM-Signalized Teasley Commercial TIA 2024-Background+Site-PM-Signalized HCM 6th TWSC 4:Teasley&Central Drive HCM 6th TWSC 8:Ryan&South Drive Intersection lll� I Intersection lnt Delay,s/veh 0.1 hit alay,s/veh 1.1 Ivbvement EBL EBR NBL NBT SBT SBR Ivbvement EBL EBT WBT WBR SBL SBR Lane Configurations if Ttt tTT. Lane Configurations Q '+ Y Traffic Vol,veh/h Traffic Vol,veh/h Future Vol,veh/h Future Vol,veh/h Contjictutg Peds,#/hr 0 0 0 0 0 0 Contjictutg Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Sign Control Free Free Free Free Stop Stop RTChannelized - None - None - None RTChannelized - None - None Storage Length 0 - Storage Length 0 Veh in Nbdian Storage,# 0 - 0 0 Veh in Nbdian Storage,# - Grade,% 0 - - 0 0 - Grade,% - 0 0 0 Peak Hour Factor 92 92 92 92 92 92 Peak Hour Factor 96 96 96 96 Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 Mint Flov ) Mvmt Flow 17 460 594 30 33 Nbior/Mnor Mnor2 1,iiiiiiiiiii iot2 Nhior/Mnor Nbiorl Nhior2 Conflicting Flow N - 546 - 0 - 0 Conflicting Flow All 624 0 - 0 1103 609 Stage 1 N C) Stage 1 - - - 609 - Stage 2~ �5 Stage 2 - 494 - CriticalHd V o 7.14 CriticalHdwy 4.12 6.42 6.22 CriticalHd tj1 - - - - - - Critical FINy Stg I - - - - 5.42 - Critical 1JdvVLC8 '2 N - - - - - - Critical Hdwy Stg 2 - - - - 5.42 - Follow up N > - 3.92 - - - - Follow up Fldwy 2.218 - - - 3.518 3.318 Pot Cap-1 re 0 413 0 Pot Cap-1 Nhneuver 957 234 495 StageO Qr Q 0 - 0 Stage 1 - 543 - Stage.g. C Q 0 - 0 Stage 2 - 613 - Platoon bloj5d b Platoon blocked, Ivbv Cap-1 Man&er - 413 - Ivbv Cap-1 Maneuver 957 228 495 Nbv Cap-2 Nbraver - - - - - - Nbv Cap-2 Nlineuver - - - - 228 - Stage 1 Stage 1 530 Stage 2 Q Stage 2 613 Approach EB NB SB Approach EB WB SB HCM Control Delay,s 14.2 0 0 HCMControl Delay,s 0.3 0 20.6 HCMLOS B HCMLOS C Mnor Lane/Nhjor NfMt NBTEBLnl SBT SBR Mnor Lane/Nhjor Nfynt EBL EBT WBT WBRSBLnI Capacity(veh/h) 413 Capacity(veh/h) 957 283 HCMLane V/C Ratio 0.055 HCMLane V/C Ratio 0.017 0.184 HCMControl Delay(s) 14.2 HCMControlDelay(s) 8.8 0 20.6 F"Lane LOS - B - - F"Lane LOS A A - - C FICM95th%tile Q(veh) 0.2 FICM95th%tile Q(veh) 0.1 0.7 - 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Kmiley--Hour Page 1 Knriley--Hour Page 2 Kimley))) Horn Appendix M: SynchroTm Output - 2029 Background Traffic E M m N N O � N W C = O l6 W ) G y O G Q G. .+ C. y C Q cU E Q O m d • • 13455 NoelRoad,Two Galleria Office Tower, 11 Dallas,TX75240 • 1 11 821 N Mayhill Road TIA July 2023 Denton,Texas Teasley Commercial TIA 2029-Background-AM Teasley Commercial TIA 2029-Background-AM Lanes,Volumes,Timings 1:Teasley&Wind River&Iiuiar,lvfller Lanes,Volumes,Timings 1:Teasley&wmd River&LrllianMiller WBR BL SET SBR Lane Gaup = EBT EBR mL WBT WBR NBL NBT NBR SBL _ Lane Configurations ) +It Detector Phase 3 8 7 4 5 2 2 1 6 Traffic Volume(vph) 109 Switch Phase Future Volume(Wh) 109 Mmmurn Initial(s) 4.0 5.0 4.0 5.0 4.0 15.0 15.0 4.0 15.0 Ideal Flow(vphpl) Mittman,Split(s) 10.0 11.0 10.0 11.0 10.0 21.0 21.0 10.0 21.0 Storage Length(ft) too 0 50 0 275 0 135 0 Total Split(s) 20.0 20.0 20.0 20.0 20.0 30.0 30.0 20.0 30.0 Storage Lanes 1 JL� 0 1 0 1 1 1 0 Total Split(%) 22.2% 22.21/o 22.2% 22.2% 22.2% 33.3% 33.3% 22.2% 33.3% Taper Length(fl) 25 25 25 25 Nhxh=Green(s) 14.0 14.0 14.0 14.0 14.0 24.0 24.0 14.0 24.0 Lane Uhl.Factor 1.00M5 0.95 1.00 0.95 0.95 1.00 0.95 " 1.00 -0.95 Yellow Time(a) 3.5 4.0 3.5 4.0 3.5 4.5 4.5 3.5 4.5 Fit 0.911 0.932 0.850 0.964 All-Red Time(s) 2.5 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 Fk Protected 0.950� 0.950 M 0.950 JW 0.950 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Satd.Flow(prot) Total Lost Time(a) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Flt Pen itted 0.625 0.374 EL 0.352 � 0.343 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Satd.Flow(perm) 3412 0 Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Right Turn mm RM 91111111111111111 s Yes Vehicle Extension(a) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Sand.Flow t, -) 280 89 182 46 Recall Mile None Mn None Mn None Mn Mn None Mn Link Speed(mph) 30 45 35 Walk Time(s) 6.0 6.0 6.0 6.0 6.0 Link Distance(11 869 668 1252 458 FlashDont Walk(s) 25.0 25.0 21.0 21.0 21.0 Travel Time(s)EEC N 14.8 15.2 19.0 8.9 Pedestrian Calls(#Air) 0 0 0 0 0 Peak(Tour FactaV 0 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Act Etict Green(s) 18.1 16.7 20.9 I Q ■ 29.5 28.3 28.3 32.3 17.8 Adj.Flow(,ph)l'- So'- 407 130 Actuated g/C Ratio 0.25 0.23 0.29 0.11 0.41 0.39 0.39 0.45 0.25 Shared Lane Traac!j�,lo) v/c Ratio 0.43 0.49 0.16 0.44 1 0.63 0.45 0.14 0.14 0.61 Lane Group8o vPh) 0 Control Delay 22.4 13.4 18.9 21.5 18.6 19.8 0.5 11.4 26.1 Enter Blockcc Ir rsetion Alo No No No No No No No Na No No No Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lane Aligrunwt- > Left Left Right Left Left Right Left Left Right Left Left Right Total Delay 22.4 13.4 18.9 21.5 18.6 19.8 0.5 11.4 26.1 NEdian Wic dr ft)n OL 12 12 12 12 LOS = C B B C B B A B C LinkOILset( Q CL G 0 J __am0 Approach Delay 15.7 21.0 17.5 24.7 Crosswalk l )Q 16 16 16 16 Approach LOS B C B C Two way I f Lane Queue Length 50th(ft) 51 40 14 23 70 117 0 12 102 Ikadway Facto�Q 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Queue Length 95th(ft) 101 82 38 54 127 177 0 31 157 Taming Speed( h) 15� 15 -WEEMW 15 Internal Link Dist(it) 789 588 1172 378 Number ofDetetrs 1 2 1 2 1 2 1 1 2 Tian Bay Length(ti) 100 50 275 135 DetectorTemplab Left ' Left Tlmr Right Deft Thru Base Capacity(vph) 474 986 444 723 1186 Leadlog IktectPr ft) 20 100 20 100 20 100 20 20 100 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Trailing Detector(fl) 0 0 0 0� 0 0 Spillback Cap Reducm 0 0 0 0 0 0 0 0 0 Detector I Postuan(ft) 0 0 0 0 0 0 0 0 0 Storage Cap Reducm 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 Reduced v/c Ratio 0.34 0.48 0.11 0.27 0.55 0.44 0.14 0.10 0.45 Detector 1 Type CI+Ex CI+Ex CI+Ex CN-Ex CI+Ex CI+Ex CI+Ex Cl+Ex CI+Ex Detector 1 Channel _ Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4tea Type: Other Detector 1 Queue(s) 0.0 0.0 0.0 0.0 � 0.0 Cycle Lend:90 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Actuated Cycle Length:72.1 Detector 2 Position(ft) 94 94 Natural Cyele:60 Detector2 Size(ft) 6 6 6 6 Control Type:Actuated-Uncoordinated Detector 2 Type Cl+� �+ CI+Ex Nhx n=v/c Ratio:0.63 Detector 2 Cbannel Intersection Signal Delay.19.1 Intersection IDS:B Detector 2 Extend(s) 0. 0.0 0.0 Intersection Capacity Uilization 61.4% ICU Level ofServiceB Tun,Type D.P+P NA D.P+P NA D.P+P NA Perna D.P+P NA Analysis Period Lima)15 Protected Phases 3 8 ' 4 5 2 Perrnitted Phases 4 8 6 2 2 07/18/2023 Synchm 11 Report 07/18/2023 Synchro 11 Report Eimley--Hom Page 1 Kinley-Hom Page 2 Teasley Commercial TIA 2029-Background-AM Teasley Commercial TIA 2029-Background-AM Lanes,Volumes,Timings 1:Teasley&WindRivzr&LillianMiller Lanes,Volumes,Timings 3:Teasley&Flunters Creek Rd/IleightsBlvd Splits and Phases: 1:Teasley&Wmd River&LiffianMiller , ` ~ t t �01 t'J2 0s'_ !0704 BL SBT S131d s 20 s Lane Configuratans �► � � '�"Qf► � '�'Q''� 05 Traffic Volume(vph) mmmnl!; 0 rM,8rMMMw?MO 0 19 8 668 _ 14 507 7 20 s Future Vohune(Wh) 28 14 507 7 Ideal Flow(vphpl) 1900 �1900 1900 1900 Storage Length(ff) 0 0 0 0 275 0 275 0 Storage Lanes 0 0 0 0 1 �� 1 0 Taper Length(Il) 25 25 25 25 Lane Utit Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 0.91 Frt 0.939 0.969 0.994 0.998 Fk Protected -0.973 0.963 0.950 IV"-' 0.950 - Satd.How(prot) 0 Fh Permitted -0.776 0.752 0.406 i 0.324 - Saul.Flow(petm) Right Turn on Red Yes 111ROMMOTes Satd.Flow(MR) 103 103 8 2 Link Speed(mph) 30 �30 9r 45 45 Link Distance(ff) 524 254 390 359 E M Travel Tone(s) =11.9 W.8 5.9 5.4 N o Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 N 00 Adj.Flow(tph) 34 17 fill 8 V Shared lane Traffic(%) 0 _ Lane Group Flow(vph) 0 17 619 0 C y d Enter Blocked Intersection No No Deb No No No No 11b No No No No 41•y > Lane Alignment Left Left Right Left Leff Right Left Leff Right Left Left Right c fA Nbdian Width(ff) 0 0 12 12 p Q G LnkOffsegfl) 0 0 w Q Crosswalk Width(ft) 16 16 16 16 C) Two way Leff Turn Lane - M FkadwayFactor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 O Thmnig Speed(mph) 15 1 9 15� 15 > Number of Detectors 1 2 1 2 1 2 1 2 d Detector Template Left Thin Leff TbJEW Leff Tian Leading Detector(11) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 Detector I Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex C1+Ex CI+Ex CI+Ex CI+Ex CI+Ex C1+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector IDelay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2Position(ft) 94 94 94 94 Detector2 Size(ft) 6 6 6 6 Detector 2 Type CfFEK CNEx CI+FX Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 Tura Type D.Pm NA D.Pm NA D.P+P NA D.P+P NA Protected Phases 8 2 MIEr' 6 Pemvtted Phases 8 4 6 2 07/18/2023 Synchm 11 Report 07/18/2023 Synchro 11 Report Kunley-Horn Page 3 Kunley-Hom Page 4 Teasley Commercial TIA 2029-Background-AM Teasley Commercial TIA 2029-Background-AM Lanes,Volumes,Timings 3:Teasley&Hunters CreekRd/I-Ieights Blvd Lanes,Volumes,Timings 3:Teasley&Hunters CreekRd/Heights Blvd Splits and Phases: 3:Teasley&Hrmters CreekRd/Heights Blvd EBT EBR mL wBT WBR mL \001 10? -04;04 Detector Phase 8 4 4 8 5 2 1 6 1 s, I Switch Phase �08 Moravian Initial(s) 8.0 8.0 8.0 8.0 8.0 15.0 8.0 15.0 Mnimum Split(s) 13.5 13.5 13.5 13.5 13.5 20.5 13.5 20.5 Total Split(s) 30.0 30.0 30.0 30.0 20.0 35.0 20.0 35.0 _ Total Split(%) 35.3% 35.3% 35.3% 35.3% 23.5% 41.2% 23.5% 41.2% Mrxinnun Green(s) 24.5 24.5 24.5 24.5 14.5 29.5 14.5 29.5 _ Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Tare(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 _ Lost Trtne Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Tax(s) 5.5 5.5 5.5 5.5 5.5 5.5 _ Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes _ Vehicle ExtPncion 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall lvbu, None None None None None Mn None Mn _ Walk Tune(s) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Ibnt Walk) 26.0 26.0 26.0 26.0 19.0 19.0 _ Pedestrian Calls /� 0 0 0 0 0 0 Act Effct Co 8.5 8.5 22.6 24.0 22.6 24.0 _ Actuated g/C R17o� 0.23 0.23 0.61 0.65 0.61 0.65 v/c Ratio v 0.14 0.25 0.01 0.26 0.03 0.19 _ ControlDebg 2.7 6.5 4.8 6.7 4.9 6.5 Queue 13 l y 0.0 0.0 0.0 0.0 0.0 Total Delay a) y > 2.7 6.5 4.8 6.7 4.9 6.5 LOS to A A A A Approach Ik ya Q 2.7 6.5 6.7 6.5 Approach Iffi C Q A A A - Queue Len 5 (fr) 0 0 1 32 2 23 Queue Lengt r 9 i(11) 7 26 4 88 6 - Internal Link Dish) 444 174 310 279 Turn Bay Lengtlllt) 275 2°� Base Capacity(2h) 968 968 891 4342 857 4358 Starvation Cap Wductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.06 0.10 0.01 0.19 0.02 0.14 Intersection Suartnary, Area Type: Other Cycle Length:85 Actuated Cycle Length:37 Natural Cycle:50 Control Type:Actuated-Uncoordinated Ivhxni unv/c Ratio:0.26 - Intersection Signal Delay 6.5 Intersection IDS:A Intersection Capacity Utilization 29.4% ICU Level of Service A Analysis Period(umn)15 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report Kunley--Horn Page 5 Kvrrley--Horn Page 6 Teasley Commercial TIA 2029-Background-AM Teasley Commercial TIA 2029-Background-AM Lanes,Volumes,Timings 5:Teasley&Ryan/wheeler(EtmSch.) Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtmSch.) EBL Ear EBR WBL WET wBR NBU NBL SEL La Lane Configurations t ? I. ) W. LaneVonfigurations +0 Traffic Volume(vph) 50 Traffic Volume(vph) 472 66 Future Volume(Wh) 50 Future Volume(Wh) 472 66 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 Storage Length(ft) 240 100 0 0 350 0 500 Storage Length(ft) 0 Storage Lanes 1 1 1 0 1 0 1 Storage Lanes 0 Taper Length(fl) 25 25 25 25 Taper Length(ft) Lane Uhl.Factor 1.00 1f� 1.00 0.91 1.00 0.91 0.91 0.91 1.00 Lane Uhl.Factor Frt 0.850 0.909 0.948 Frt 0.982 Fk Protected 0.950- 0.95� 0.950 - 0.950 Fk Protected i Said.How(prot) 0 0 1770 Said.How(prot) 4994 0 Fk Pemvtted 0.720� 0.7 356 i 0.210 Fk Permitted Saul.Flow(perm) 0 0 391 Saul.Flow(perm) 4994 0 Right Turn-RM Right Turn on Red Sold.Flow i.. .y 286 34 126 Sold.Flow(RTOR) 24 Link Speed(mph) W5 35 45 Link Speed(mph) 45 Link Distance(11 786 516 634 Link Distance(ft) 669 Travel Time(s)t0 N 15.3 10.1 9.6 Travel Time(s) 10.1 Peak l-lourFactoD o 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Peak l-lourFactor 0.86 0.86 Adj.Flow(vph)�- S- 58 Adj.Flow(vph) 549 77 Shared Lane Traaic_�) Shared Lane Traffic(%) Lane Coup 8o vPh) 0 0 189 973 0 0 60 Lane Group Flow(vph) 626 0 - Enter Blocks' In rsetion No Nb No No No No No No Nb No No No Enter Blocked Intersection No No Lane Alignment- > Left Left Right Left Left Right RNA Left Left Right RNA Left Lane Alignment Left Right NEdian WV.dRft)n 0 12 12 12 NEdian Width(i) 12 LinkOffset(16 Q Q 0 0 LmkOfsegfl) 0 l Cross"AViwtlo)Q 16 16 16 Cross"AYiidth(ft) 16 Tvw way Lane Tvm way Left Turn Lane IkadwayFacto rL 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IkadwayFactor 1.00 1.00 Tuning Speed&h) 15 IMENEW-79 15� 9 15 15 Tuning Speed(mph) Number ofDetetrs 1 2 1 1 2 1 1 2 1 1 Number of Detectors 2 DetectorTemplab Left Thin Right Left Leff Left Thar Left Detector Template LeadlogatectPr ft) 20 100 20 20 100 20 20 100 20 20 Leading Detector(11) 100 Trailing Detector(ft) 11001.L 0 �0 0 0 0 0 Jw 0 Trailing Detector(ft) 0 Detector I Postoon(ft) 0 0 0 0 0 0 0 0 0 0 Detector I Position(ft) 0 Detector 1 Size(ft) 20 20 6 i 20 Detector 1 Size(ft) 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex C1+Ex GfEx Detector 1 Type CI+Ex Detector 1 Channel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 Detector 1 Queue(s) 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 Detector 2Position(ft) 94 Detector 2Position(ft) 94 Detector-2 Size(ft) 6 6 6 Detector-2 Size(ft) 6 Detector 2 Type Fx Detector 2 Type CI+Ex Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) P0.0 � 0.0 Detector 2 Extend(s) 0.0 Tura Type D.P+P NA Pert D.P+P NA D.P+P D.P+P NA D.P+P D.P+P Tum Type NA Protected Phases 7 4 - 8 5 5 1 Protected Phases 6 Permitted Phases 8 4 4 6 6 2 2 Permitted Phases 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report Kmiley--Hom Page 7 IGmley-Ilom Page 8 Teasley Commercial TIA 2029-Background-AM Teasley Commercial TIA 2029-Background-AM Lanes,Volumes,Timings 5:Teasley&Ryan/wheeler(EtmSch.) Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtmSch.) ` .4\ t ,* l! 1* Splits and Phases: 5:Teasley&Ryan/Wheeler(Ehn.Sch.) EBT EBR WBL WBT WBR NBU ML NUT NBR SBU SBL 40 t1 10 sl2 ■ 03 --*J4 90 s atector Phase 7 4 4 3 8 5 5 2 1 1 ` I t- SwitchPhase tlfl5 + J5 ,` Je Mninarrn Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 15.0 5.0 5.0 Mnimum Split(s) 12.0 11.0 11.0 12.0 12.0 12.0 12.0 21.0 12.0 12.0 Total Split(s) 20.0 30.0 30.0 20.0 30.0 20.0 20.0 40.0 20.0 20.0 Total Split(%) 18.2% 27.3% 27.3% 18.21/. 27.3% 18.2% 18.2% 36.4% 18.2% 18.2% Mrxiunmn Green(s) 13.0 24.0 24.0 13.0 23.0 13.0 13.0 34.0 13.0 13.0 Yellow Time(s) 3.5 4.0 4.0 3.5 3.5 3.5 3.5 4.5 3.5 3.5 All-Red Time(s) 3.5 2.0 2.0 3.5 3.5 3.5 3.5 1.5 3.5 3.5 Lost Tare Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Tare(a) 7.0 6.0 6.0 7.0 7.0 7.0 6.0 7.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead lead Lead-Lag Optanize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle ExtP..i-!l 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 RecallMwc None None None None None None None Mn None None Walk Time(s) 5.0 5.0 5.0 5.0 Flash Ibnt Walk s) 27.0 27.0 27.0 24.0 Pedestrian Calls /cl 0 0 0 0 Act Effct teen o 21.5 7.9 7.9 18.3 11.6 27.5 27.6 30.8 Actuated g/C Rkrio� 0.29 0.11 0.11 0.25 0.16 0.37 0.37 0.41 v/c Ratio v 0.31 0.11 0.68 0.57 0.19 0.48 0.52 0.21 Control Dela� 7 20.8 33.7 13.4 25.9 19.5 17.2 18.8 13.8 Queue De la r'D 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Iklay N N j 20.8 33.7 13.4 25.9 19.5 17.2 18.8 13.8 LOS c tl/ O` C C B C B B B B Approach Ik ya Q 16.7 24.6 18.6 Approach LOS C Q B � C B Queue Len 5 (fr) 45 9 0 75 9 48 120 14 Queue Lengtrt9 i(ft) � 42 97 180 37 Internal Link Dish) 706 436 554 Turn Bay LengdI t) 24a 00 350 500 Base Capacity( h) 471 2315 423 Starvation Cap fWductn dMININNEr- 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0-�-0 0 0 0 0 0 0 Reduced v/c Ratio 0.29 0.04 0.40 0.51 0.10 0.40 0.42 0.14 Intersection Sunnrrary - Area Type: Other Cycle Lengdr:110 Actuated Cycle Length:74.4 Natural Cyele:60 Control Type:Actuated-Lhcoordinated Ivh.xn=v/c Ratio:0.68 Intersection Signal Delay 20.4 Intersection LOS:C Intersection Capacity Utilization 69.2% ICU Level of Service C Analysis Period nnin)15 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report Kanley--Horn Page 9 Kvrrley--Horn Page 10 Teasley Commercial TIA 2029-Background-AM Teasley Commercial TIA 2029-Background-AM Lanes,Volumes,Timings 5:Teasley&Ryan/wheeler(Etmsch.) Lanes,Volumes,Timings 6:Teasley&Robinson 1 --I -- --* 4- ~ t f, -,, t /,. 11, EBL EBT EBR WBL=WBR mu iNBL NBT� Detector Phase 6 lane Configurations T# ?I ) ttlo Switch Phase Traffic Volume(vph) 30 6 342 Mmmurn Initial(s) 15.0 Future Volume(Wh) 30 6 342 Minimum Split(s) 21.0 Ideal Flow(vphpl) Total Split(s) 40.0 Storage Length(ft) 0 0 0 0 350 0 350 Total Split(%) 36.4% Storage Lanes 1 0 1 0 1 0 1 Maximum Green(s) 34.0 Taper Length(ft) 25 25 25 25 Yellow Time(s) 4.5 Lane Uhl.Factor 1.00 �.00 1.00 1.00 1.00 0.91 1.00 0.91 0.91 0.91 1.00 All-Red Time(s) 1.5 Fit 0.987 0.851 0.993 Lost Thine Adjust(s) 0.0 Fk Protected 0.950 0.950 0.950 0.950 Total LostTnre(s) 6.0 Said.How(prot) 0 0 1770 Lead/Lag Lag Flt Permitted 0.339 JW 0.734 _dEL 0.409 0.339 Lead-Lag Optimize? Yes Said.Flow(perm) Vehicle ExrPmcinn(cl 3.0 Right Turn on Red Yes Recall Nina, Mn Said.Flow(RTOR) 3 341 7 Wafts Tune(s) 5.0 Link Speed(mph) 0 30 45 Flash Ibnt Walk) 24.0 Link Distance(11) 429 558 1550 Pedestrian Calls /� 0 Travel Time(s) 9.8 12.7 23.5 Act EffA teen o 18.5 Peak Four Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Actuated g/C RABo� 0.25 Adj.Flow(vph) 33 7 376 v/c Ratio v 0.50 Shared lane Trams(%) Control Dcla� 25.1 Lane Group Flow(vph) 678 0 0 383 Queue De la y 0.0 Enter Blocked Intersection No ND Nb No No No No No Nb No No No Total Delay a) 25.1 Lane Alignment Left Left Right Left Left Right RNA Left Leff Right RNA Left LOS G to 0 C Nbdian Width(ff) 12 12 12 Approachl yQ Q 24.1 LmkOffset(ft) 0 0 Approach LOS C Q C Crosswalk W1dth(ft) 16 16 16 Queue Leap 5 (ft) 85 TWa way Leff Thin Lane QueueLen 9 (11) 132 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Internal Link Dish) 589 Turning Speed(mph) 15 1 9 15� 9 15 9 9 15 Turn Bay LengdI t) Number ofDetectors 1 2 1 2 1 1 2 1 1 Base Capacity( h) 2341 Detector Template Left Thtu Leff Th Leff Leff Thtu left Leff Starvation Cap fWductit 0 Leading Detector(11) 20 100 20 100 20 20 100 20 20 Spillback Cap Reducm 0 Trailing Detector(ft) 0 0 0 0 0 0 W 0 Storage Cap Reductn 0 Detector I PosMn(ft) 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.27 Detector 1 Size(ft) 20 6 20 6 MdMML_ 6 MM 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex C1+Ex CN-Ex Intersection Summary Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2Position(ff) 94 94 94 - Detector2 Size(ft) 6 6 6 Detector 2 Type CREx CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 Turn Type D.P+P NA D.P+P NA D.P+P D.P+P NA DP-P D.P+P Protected Phases 7 3 8 5 5 2 1 1 Pemvtted Phases 8 4 6 6 2 2 07/18/2023 Synebro 11 Report 07/18/2023 Synchro 11 Report Kunley-Horn Page 11 Kinley-Fora Page 12 Teasley Commercial TIA 2029-Background-AM Teasley Commercial TIA 2029-Background-AM Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson - Lane Group = EBT EBR mL WBT mR NBU mt, NBT NBR SBU SBL Laner[bnfigurations W, Detector Phase 7 4 3 8 5 5 2 1 1 Traffic Volume(vph) 552 5 Switch Phase Future Volume(vph) 552 5 Mrumunr Initial(s) 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 8.0 Ideal Flow(vphpl) 1900 1900 Mnimum Split(s) 13.5 23.5 13.5 23.5 13.5 13.5 23.5 13.5 13.5 Storage Length(f) 0 Total Split(s) 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 20.0 Storage Lanes _ 0 Total Split(/) 19.0% 28.6% 19.0% 28.6% 19.0% 19.0% 33.3% 19.0% 19.0% Taper Length(fl) Nhximum Green(s) 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 14.5 Lane Uhl.Factor �111 NEW- Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Fn 0.999 All-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Fk Protected MEMEL ERW Lost Tmre Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Satd.Flow(prot) 5080 0 Total Lost Tare(s) 5.5 5.5 5.5 5.5 5.5 5.5 5.5 Fh Pemritted r Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead Satd.Flow(perm) 5080 0 Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Right Turn-Rrd� Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Satd.Flow i. --) 1 Recall Mxle None None None None None None Mn Alone None Link Speed(mph) 45 Act Effct Green(s) 13.0 9.4 12.1 11.8 36.3 16.7 31.5 Link Distance(11 564 Actuated g/C Ratio 0.21 0.15 0.19 0.19 0.58 0.27 0.50 Travel Tune(s)EEC N 8.5 We Ratio 0.03 0.13 0.13 0.60 0.02 0.50 0.65 Peak l-IourFactaV 0 0.91 0.91 Control Delay 17.6 25.3 19.0 8.2 8.6 21.7 16.4 Adj.Flow(vph) 8 607 5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Shared Lane Ta4"e ) Total D clay 17.6 25.3 19.0 8.2 8.6 21.7 16.4 Lane Group vph) 612 0 LOS B C B A A C B Enter Bbcl Ir rs'etion No No Approach Delay 23.8 9.3 21.5 Lane Aligun@ht I > Left Right Approach LOS C A C NEdian%J%f[)n 0 12 Queue Length 50th(fl) 3 9 12 1 1 64 44 Imkoffset(16 Q G 0 Queue Length 95th(ft) 12 38 34 69 10 142 #226 Crosswalk V*dtlo)Q 16 Internal Link Dist(fl) 349 478 1470 Ttvo way Lane Turn Bay Length(t) 350 350 Ikadway Facto L 1.00 I.00 Base Capacity(vph) 458 745 499 843 695 2460 591 Turing Speed( h) Starvation Cap Reducta 0 0 0 0 0 0 0 Number ofDetetrs 2 Spillback Cap Reductn 0 0 0 0 0 0 0 Detector TempL* Tlmr Storage Cup Reductn 0 0 0 0 0 0 0 Leading DetectPr ft) 100 Reduced v/c Ratio 0.02 0.05 0.08 0.41 0.01 0.28 0.65 Trailing Detector(fl) 0 Detector I Position(ft) 0 Intersection Summary Detector I Size(ft) 6 Area Type: Other Detector I Type CI+Ex Cycle Length:105 Detector 1 Channel Actuated Cycle Length:62.4 Detector I Extend(s) 0.0 Natural Cycle:80 Detector I Queue(s) 0.0 Control Type:Actuated-Uncoordinated Detector 1 Delay(s) 0.0 Maximum We Ratio:0.65 Detector Position(ft) 94 Intersection Signal Delay.15.1 Intersection LIDS:B Detector2Size(ft) 6 Intersection Capacity Utilization64.8% ICU Level ofServiceC Detector 2 Type CI+hx Analysis Period(min)15 Detector 2 Channel # 95th percentile volume exceeds capacity,queue maybe longer. Detector 2 Extend(s) 0.0 Queue shown is maximum after two cycles. Tura Type NA Protected Phases 6 Penn ifted Phases 07/18/2023 Syncbro I I Report 07/18/2023 Synchro I I Report Earthy--Hom Page 13 IGmley-Mrn Page 14 Teasley Commercial TIA 2029-Background-AM Teasley Commercial TIA 2029-Background-AM Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson Splits and Phases: 6:Teasley&Robinson 1 �/ 1401 I I G' a �s Lane Group = Sur SBR I 4— lktectorPhase 6 �'f 05 + G5 �T - Switch Phase It 111111111Ms�j 30 s Mninr un]ttitial(s) 15.0 mnimum Split(s) 23.5 Total Split(s) 35.0 Total Split('/o) 33.3 Nhxh=Green(s) 29.5 Yellow Time(a) 3.0 All-Red Time(s) 2.5 Lost Tune Adjust(s) 0.0 Total Lost Tune(a) 5.5 Lead/Lag Lag Lead-Lag Optrtrrize? Yes Vehicle Extension(a) 3.0 Recall Node Mn Act Etrct Green(s) 35.1 Actuated g/C Ratio 0.56 RWe Ratio 0.21 N o Control Delay 9.9 N 00 Queue Delay 0.0 V Total Delay 9.9 G LOS A ++ Approach Delay 12.4 — d y > Approach LOS B c to O` Queue Length 50dr(fl) 23 O Q CL G Queue Length 95th(fl) 113 w C Q Internal Link Dist(fl) 4M d Tun Bay Length(1t) U M Base Capacity(Wh) 2886 _O Starvation Cap Reductn 0 d Spillback Cap Reductn 0 Q Storage Cap Reductn 0 Reduced u/c Ratio 0.21 07/18/2023 Syncbro 11 Report 07/18/2023 Synchro 11 Report Kunley--Horn Page 15 Kunley-Llom Page 16 Teasley Commercial TIA 2029-Background-AM Teasley Commercial TIA 2029-Background-AM Lanes,Volumes,Timings z Teasley&wheeler Ridge Lanes,Volumes,Timings z Teasley&wheeler Ridge :n --* -- -,V r ~ 4- f, -4\ T /,. 1-4 ti l r EBL E917 SBR mu NBL NBT NBR SBU Iao� I.Configurations 'Gt f► ttl;- lane Configurations QQft Traffic Volume(vph) 16 475 12 3 Traffic Volume(vph) 59 532 16 _ Future Volume(Wh) 16 475 12 3 Future Volume(Wh) 59 532 16 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 1900 Storage Length(ff) 0 0 0 0 275 0 Storage Length(ff) 275 0 Storage Lanes 1 0 1 0 1 Storage Lanes 1 0 _ Taper Length(ft) 25 25 25 Taper Length(ff) 25 Lane Uhl.Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.91 0.91 0.91 Lane Uhl.Factor 1.00 0.91 0.91 _ Frt 0.854 0.852 0.996 Frt 0.996 Fk Protected 0.950 r 0.950 - 0.950 Fk Protected 0.950 _ Satd.Flow(prot) 0 0 Satd.How(prot) 1770 5065 0 Flt Pemvhed �0.679 , 0.713 0.419 Flt Permitted 0.448 _ Satd.Flow(pemn) 0 0 Satd.Flow(pemn) 835 5065 0 Right Turn or,RM Yes Right Turn on Red _ Satd.Flow i --) 65 120 3 Satd.Flow(RTOR) 4 Link Speed(mph) 30 OW 30 45 Link Speed(mph) 9r 45 Link Distance(11 213 322 4573 link Distance(ff) 1550 _ Travel Tvne(s)Et0 N 4.8 7.3 69.3 Travel Tvne(s) 23.5 _ Peak l-lourFacwV 0 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Peak l-lourFactor 0.93 0.93 0.93 Adj.Flow(vph)�- SO'-O 17 511 13 3 Adj.Flow(vph) 63 572 17 Shared Lane Traaic!j�,_!o) Shared Lane Traffic(%) _ Lane Cnoup8o vPh) 34 524 0 0 Lane Group Flow(vph) 66 589 0 Enter Blockcc In rsetion No Nb No No No No No No No No No No Enter Blocked Intersection No Nb No Lane Aligmnwt- > RNA Left Left Right Left Left Right RNA Left Left Right RNA Lane Alignment Left Left Right NEdian WV.dRi ftP 0 12 12 12 NEdian Widths ff) 12 Dinkoffseg16 a Q 0 0 o J Lmkoffsegfl) 0 Cross"A Viwdo)Q 16 16 16 Crosswalk Wrdth(ft) 16 TxNu way Lane Two way Leff Turn Lane IkadwayFacto ra 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I-kadwayFactor 1.00 1.00 1.00 Turning Speed( h) 15 9 ANOM..15 Turning Speed(mph) 15 1 9 Number ofDetetrs 1 1 2 1 2 1 1 2 1 Number of Detectors 1 2 Detector Templab Left Thm _ Ieff Detector Template Left Thru_ LeadlogatectPr ft) 20 20 100 20 100 20 20 100 20 Leading Detector(11) 20 100 Trailing Detector(ff) �0 0 0 0 0 Trailing Detector(ff) 0 Detector I Postuon(ff) 0 0 0 0 0 0 0 0 0 Detector I Postuon(ft) 0 0 Detector 1 Size(ft) 6 20 Detector 1 Size(ft) 20 6'� Detector 1 Type CI+Ex CI+Ex CI+Ex CN-Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Type CI+Ex CI+Ex Detector 1 Charnel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0� 0.0 Detector 1 Queue(s) 0.0 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 0.0 Detector 2 Position(ft) 94 94 ' Detector 2 Position(ft) 94 Ietector2 Size(ft) 6 6 6 Ietector2 Size(ft) 6 Detector 2 Type CI+Ex C1FEx Detector 2 Type Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 Detector 2 Extend(s) Tum Type custom D.P+P NA D.P+P NA D.P+P D.P+P NA D.P+P Tum Type D.P+P NA Protected Phases 3 8 5 5 2 1 Protected Phases 1 Pertained Phases 7 8 4 6 6 2 Pertained Phases 2 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report Kmrley--Horn Page 17 Kunley-Horn Page 18 Teasley Commercial TIA 2029-Background-AM Teasley Commercial TIA 2029-Background-AM Lanes,Volumes,Timings z Teasley&Wheeler Ridge Lanes,Volumes,Timings z Teasley&Wheeler Ridge ` F fl 4N T / u SphLsandPhases: 7:Teasley&Wheeler Ridge EBL EBT EBR ABL WBT WBR mu NBL NBT NBR SBU "©i 102 ♦ 03 �L�-i 30 s Detector Phase 7 7 4 3 8 5 5 2 1 Switch Phase I'1©5 + 05 T Mnunnan Initial(s) 8.0 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 Mnimum Split(s) 13.5 13.5 13.5 13.5 13.5 13.5 13.5 20.5 13.5 Total Split(s) 20.0 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 Total Split(%) 19.0% 19.0% 28.6% 19.0% 28.6% 19.0% 19.0% 33.3% 19.0% Maxinnmn Green(s) 14.5 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Lost Thr e Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Thine(s) 5.5 5.5 5.5 5.5 5.5 5.5 Lead/Lag Lead Lead Lag lead Lag Lead Lead Lag Lead Lead-Lag Optinize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle ExtPucinn!l 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mwc None None None None None None None Mn None Walk Tune(s) 5.0 5.0 5.0 Flash Ibnt Walk s) 26.0 26.0 19.0 Pedestrian Calls /CJ 0 0 0 Act Effct Green o 11.2 10.9 12.1 8.8 25.6 21.9 Actuated g/C RABo� 0.23 0.23 0.25 0.18 0.53 0.45 v/c Ratio v 0.12 0.16 0.06 0.32 0.06 0.23 Contmll)ebg 15.0 8.2 14.5 8.8 8.6 14.5 Queue De la y 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay N - > 15.0 8.2 14.5 8.8 8.6 14.5 LOS fy/l 0 B A n A A B Approach Ay5 Q 10.9 9.8 14.1 Approach LOS C Q B B Queue Len 5 (8) 11 1 6 1 3 39 Queue Lengtrt9 i(ft) 30 31 19 89 Internal Link Dish) 133 242 4493 Turn Bay Lengdr) 275 Base Capacity( h) 629 892 633 915 758 3479 Starvation Cap fWductn 0 0 U U 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.07 0.08 0.04 0.13 0.04 0.15 Intersection S Area Type: Other Cycle length:105 1 Actuated Cycle Length:48.4 Natural Cycle:65 q _ Control Type:Actuated-Uncoordinated Ivhxninn v/c Ratio:0.32 - Intersection Signal Way 12.7 Intersection LOS:B Intersection Capacity Utilization 41.9% ICU Level of Service A - A nalysis Period(u in)15 07/18/2023 Synchro 11 Report 07/18/2023 Synchm 11 Report Kunley-Horn Page 19 Kanley--Horn Page 20 Teasley Commercial TIA 2029-Background-AM Lanes,Volumes,Timings z Teasley&Wheeler Ridge ti l r Detector Phase 1 6 Switch Phase Mnirriuunlnitial(s) 8.0 15.0 MnimumSpht(s) 13.5 20.5 Total Split(s) 20.0 35.0 Total Split(%) 19.0% 33.3% Niodnnun Green(s) 14.5 29.5 Yellow True(s) 3.0 3.0 All-Red Tune(s) 2.5 2.5 Lost Taw Adjust(s) 0.0 0.0 Total Lost Tirne(s) 5.5 5.5 Lead/Lag Lead lag Lead-Lag Optimize? Yes Yes Vehicle ExtPncion!l 3.0 3.0 Recall Mw, None Mn Walk Tune(s) 5.0 Flash Ibnt Walk s) 19.0 Pedestrian Calls /� 0 Act Effct Green o 24.5 24.7 - Actuated g/CRkBo� 0.51 0.51 Wc Ratio v 0.11 0.23 - Control Dela� 8.7 12.8 Queue Dela r 0.0 0.0 _ Total Delay N N j 8.7 12.8 LOS c to O` A B i Approach Ik y< Q 12.4 Approach LOS C Q B Queue Len 5 (8) 6 21 Queue Len g i 9 i(8) 32 99 Internal Link Dish) 1470 Turn Bay Lengdr) 275 Base Capacity( h) 771 3480 Starvation Cap aductn 0 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 0 Reduced We Ratio 0.09 0.17 Intersection Summary, 07/18/2023 Synchm 11 Report Kunley-Horn Page 21 Teasley Commercial TIA 2029-Background-AM HCM 6th TWSC 8:Ryan&South Drive Intersection lll� — Int Delay,s/veh 0 Ivbvement EBL EBT — Lane Configurations ft T Traffic Vol,veh/h 0 388 248 _.Q` 0 0 - Future Vol,veh/h 0 388 248 0 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 - Sign Control Free Free Free Free Stop Stop RTChannelized - None - None - None - Storage Length - - - - 0 - Veh in Adian Storage,# - 0 0 0 Grade,% - 0 0 - 0 Peak Hour Factor 86 86 86 86 86 86 Heavy Vehicles,% 2 2 2 2 2 2 Mutt Flov ) 451 288 0 0 0 Nbior/Mnor Nhiorl Ntior2 Mnor2 Conflicting FIowjH N 288 0 0 739 288 Stage 1 N oN - - - 288 - Stage 2~ �5 - 451 - CridcalHd V o 4.12 6.42 6.22 CriticalFU tj1 - - - - 5.42 - CrincalHdvVLC8 2 N - 5.42 - Followup to >2.218 - - - 3.518 3.318 Pot Cap-1 egie E 1274 385 751 StageO Qr Q - 761 - Stag e,�` C Q 642 - Platoon bloj5 o - - - Ivbv Cap-1 Mix giver 1274 385 751 Nbv Cap-2 Nhraver - 385 - stage 1 - - - - 761 - Stage 2 Q 642 Approach EB NAB SB HCMControl Delay,s 0 0 0 HCMLOS A MinorLane/NbjorAnit EBL EBT WBT WBRSBLnl Capacity(veh/h) 1274 F MLane V/C Ratio - HCMConlxol Delay(s) 0 0 F"Lane LOS A - - - A MA95th%tile Q(veh) 0 07/18/2023 Synchro 11 Report Kunley-IIom Page I Teasley Commercial TIA 2029-Background-PM Teasley Commercial TIA 2029-Background-PM Lanes,Volumes,Timings 1:Teasley&windRiter&LillianMuer Lanes,Volumes,Timings 1:Teasley&wmdRiver&LillianMiller EBL. EBT EBR WBI NBT Lane Lane Configurations ) +T# I +T, I tt if Danetonfigurations +I, Traffic Volume(vph) 1 71 Traffic Volume(vph) 586 224 - FuMm Volume(Wh) 1 71 Future Volume(Wh) 586 224 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 Storage Length(ft) 100 0 50 0 275 0 135 Storage Length(ft) 0 Storage Lanes 1 0 1 0 1 1 1 Storage Lanes 0 Taper Length(ft) 25 25 25 25 Taper Length(ft) Lane UtiL Factor 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 �5 1.00 Lane UtiL Factor - Frt 0.894 0.945 0.850 Frt 0.959 Fk Protected 0.950 ' 0.950 0.950 0.950 Fk Protected - Satd.Flow(prot) 1583 0 1770 Satd.How(prot) 3394 0 Fk Pemvtted 0.404 0.229 0.161 0.263 Fk Permitted - Satd.Flow(pemn) 490 Satd.Flow(pemn) 3394 0 Right Tom-RPd PM Right Tom on Red Satd.Flow,---) 446 110 182 Satd.Flow(RTOR) 60 Link Speed(mph) 40 = 30 Link Speed(mph) 35 - UnkDistance(11 869 668 1252 Link Distance(ft) 458 Travel Trne(s) N 14.8 15.2 19.0 Travel Tvne(s) 8.9 - Peak lburFactacD 0 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Peak l aurFactor 0.91 0.91 Adj.Flow(,ph)�- SO'-O 1 78 Adj.Flow(vph) 644 246 Shared lane T4k� /) Shared Lane Traffic(%) Lane Cap8o vim) Lane Group Flow(vph) 890 0 Enter Blockcc I 1 setion Alo Na No No No No No Nb No No No No Enter Blocked Intersection Alo No Lane Alignment- > RNA Left Left Right Left Left Right Left Left Right RNA Left Lane Alignment Left Right ' NEdianWic fip 0 12 12 12 NEdian Width(ft) 12 DinkOffseq a Q 0 0 0 Lmkoffsegfl) 0 Crosswalk 4 l¢ft)Q 16 16 16 Crosswalk Wrdth(ft) 16 Two way Lane Two way Left Tom Lane Ileadway Facto FFL 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I-IeadwayFactor 1.00 1.00 Turning Speed( h) 15 9 15 15 Turning Speed(mph) Number ofDetetrs 1 1 2 1 2 1 2 1 1 1 Number of Detectors 2 Detector Templab Left Thm Left Thou Right Left Left Detector Template LeadlogatectPr ft) 20 20 100 20 100 20 100 20 20 20 Leading Detector(11) 100 Trailing Detector(fl) �0 0 jEL 0 0 0 0 Trailing Detector(ft) 0 Detector I Position($) 0 0 0 0 0 0 0 0 0 0 Detector I Position($) 0 Detector 1 Size(ft) 20 20 20 Detector 1 Size(ft) 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CN-Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Type CI+Ex Detector 1 Channel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 Detector 2Position(ft) 94 94 Detector 2Position(ft) 94 Detector2 Size(ft) 6 6 6 Detector2 Size(f) 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Type CI+Ex Detector 2 Channel Detector 2 Cbannel Detector 2 Extend(s) 0.0 Detector 2 Extend(s) 0.0 Tom Type custom D.P+P NA D.P+P NA D.P+P NA Peron custom D.P+P Tom Type NA Protected Phases 7 4 5 -1111W- 1 Protected Phases 6 Permitted Phases 3 4 8 6 2 1 2 Permitted Phases 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report Kunley-Hom Page 1 Kunley-Hom Page 2 Teasley Commercial TIA 2029-Background-PM Teasley Commercial TIA 2029-Background-PM Lanes,Volumes,Timings 1:Teasley&WmdRiver&Iruiat,Muer Lanes,Volumes,Timings 1:Teasley&wmdRiver&IruianNl&r n -0 t \ t P " �► 1 r EBT EBR ABL my WBR NBL NBT NBR SBU sBL Lane Gaup = SBT SBR Detector Phase 31 3 8 7 4 5 2 2 1 1 Detector Phase 6 Switch Phase Switch Phase Mum.Initial(s) 4.0 5.0 4.0 5.0 4.0 15.0 15.0 4.0 4.0 MninRitn Initial(s) 15.0 Mnimum Split(s) 10.0 10.0 11.0 10.0 11.0 10.0 21.0 21.0 10.0 10.0 Mnimum Split(s) 21.0 Total Split(s) 20.0 20.0 20.0 20.0 20.0 20.0 30.0 30.0 20.0 20.0 Total Split(s) 30.0 Total Split(%) 22.2% 22.2% 22.2% 22.2% 22.2% 22.2% 33.3% 33.3% 22.2% 22.2% Total SplitClo) 33.3% Maxinnun Green(s) 14.0 14.0 14.0 14.0 14.0 14.0 24.0 24.0 14.0 14.0 Maxh=Green(s) 24.0 Yellow Time(s) 3.5 3.5 4.0 3.5 4.0 3.5 4.5 4.5 3.5 3.5 Yellow Time(s) 4.5 All-Red Time(s) 2.5 2.5 2.0 2.5 2.0 2.5 1.5 1.5 2.5 2.5 All-Red Titre(s) 1.5 Lost Trtne Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lost Trtne Adjust(s) 0.0 Total Lost Tare(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Total Lost Time(s) 6.0 Lead/Lag Lead Lead Lag Lead Lag Lead Lag Lag Lead Lead Lead/Lag Lag Lead-Lag Optrtrrize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Lead-Lag Glptmrize? Yes - Vehicle ExtP..i- 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Vehicle Extension(s) 3.0 Recall Ivbo, None None Mn None Mn None Mn Mn None None Recall Nbde Mn - Walk Time(s) 6.0 6.0 6.0 6.0 Walk Time(s) 6.0 Flash Ibnt Walk)/CV 25.0 25.0 21.0 21.0 Flash Ibnt Walk(s) 21.0 - Pedestrian Calls 0 0 0 0 Pedestrian Calls(#/hr) 0 Act Etict teen o 24.2 17.5 25.6 11.6 37.6 32.7 32.7 38.9 Act Etict Green(s) 23.5 - Actuated g/C RAro� 0.28 0.20 0.30 0.14 0.44 0.38 0.38 0.45 Actuated g/C Ratio 0.27 v/c Ratio v 0.68 0.74 0.43 0.67 1.11 0.55 0.16 0.24 v/c Ratio 0.91 - ControlDelag 31.3 19.0 24.6 31.3 104.2 24.9 1.1 14.1 Control Delay 44.1 Queue Dela�5 y N 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Delay 0.0 - Total Delay N •y > 31.3 19.0 24.6 31.3 104.2 24.9 1.1 14.1 Total Delay 44.1 LOS to C B C C F C A B LOS D Approach Ik ya Q 22.0 29.7 48.5 Approach Delay 41.7 Approach Iffi C Q C C D Approach LOS D Queue Len 5 (fl) 99 81 44 71 -220 176 0 22 Queue Length 50th(fl) 237 Queue Lengt t 9 i(fl) 161 #176 82 117 #413 253 7 47 Queue Length 95th(fl) #368 Internal Link Dish) 789 588 1172 Internal Link Dist(fl) 378 Turn Bay LengdI t) 100 50 275 135 Turn Bay Length(tt) Base Capacity( h) 391 1000 360 639 371 1345 714 455 Base Capacity(vph) 995 Starvation Cap fWductn 0 0 0 0 0 0 0 0 Starvation Cap Reductn 0 Spillback Cap ReduLtn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 Reduced v/c Ratio 0.63 0.74 0.33 0.57 1.11 0.55 0.16 0.17 Reduced We Ratio 0.89 Intersection S Intersection Suninary Area Type: Other Cole Length:90 Actuated Cycle Length:85.9 Natural Cycle:90 qW Control Type:Actuated-Uncoordinated Ivhxn=v/c Ratio:1.11 Intersection Signal Delay 37.2 Intersection LOS:D Intersection Capacity Utilization 91.00/ ICU Level of Service F Analysis Period(nin)15 Volurne exceeds capacity,queue is theoretically infinite. Queue shown is naxurnnn after two cycles. 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report Kmiley--Horn Page 3 Kunley-l-Iom Page 4 Teasley Commercial TIA 2029-Background-PM Teasley Commercial TIA 2029-Background-PM Lanes,Volumes,Timings 1:Teasley&WindRivzr&LillianMuer Lanes,Volumes,Timings 3:Teasley&Frunters Creek Rd4HeightsBlvd # 95ih percentile vohrtne exceeds capacity,queue maybe longer. Queue shown is maximum after two cycles. EBR M JtBL SBT SBIR Splits and Phases: 1:Teasley&4W Lilli�rd River& an Miller Lane Configurations 41 41 1 ff, ) 1' . 101 1©2 -- 04 'Traffic Volume(vph) MMMM1b M 66 1000 23 30 s 20 s Future Volume(Wh) 51 66 1000 23 Ideal Flow(vphpl) 19�1900 1900 1900 4N 05 - - 8 Storage Length(ft) 0 0 0 0 275 0 275 0 30 s 20 s Storage Lanes 0 0 0 0 1 AMMEffr- 1 0 Taper Length(ft) 25 25 25 25 Lane Util.Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00� 1 1.00 0.91 0.91 Frt 0.945 0.954 0.993 0.997 Fk Protected 0.968 0.950�1111111111P 0.950 - Satd.How(prot) 0 Fh Pemritted 0.238 EL 0.217 Satd.Flow(pemr) Right Turn on Red Yes des 9MMMMOOMM Saud.Flow(MR) 103 103 10 4 Link Speed(mph) 30 45 45 Link Distance(ft) 524 254 390 359 E M Travel Tmre(s) 111101111111111M.9 9W.8 5.9 5.4 N o Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 N 00 Adj.Flow(vph) 55 72 1087 25 V Shared lane Traffic(%) 0 _ Lane Group Flow(vph) 0 72 1112 0 Enter Blocked Intersection No No No No No No NO No Nb No No No G1•y > Lane Alignment Left Left Right Left Leff Right Left Let Right Left Left Right c fA 00 Nbdian Width(ft) 0 0 12 12 p Q G ImkOfsegfl) 0 0 > Q Crosswalk Width(ft) 16 16 16 16 U Too way Left Turn Lane - G FkadwayFactor 1.00 1.00 1.00 I.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 O Thmnig Speed(mph) 15 1 9 15� 15 9 > Number of Detectors 1 2 1 2 1 2 1 2 Q Detector Template Left Tluu Leff TbJEW Left Tiara Leading Detector(11) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 Detector I Position(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex C1+Ex CI+Ex CI+Ex CI+Ex CI+Ex C1+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector IDelay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 94 Detector2 Size(ft) 6 6 6 6 Detector 2 Type CfFEs CIEK CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 Tura Type D.Pm NA D.Pm NA D.P+P NA D.P+P NA Protected Phases 8 2 MIEr' 6 Permitted Phases 8 4 6 2 07/18/2023 Synchm 11 Report 07/18/2023 Synchro 11 Report Earky-Hom Page 5 BGmley-l-Iom Page 6 Teasley Commercial TIA 2029-Background-PM Teasley Commercial TIA 2029-Background-PM Lanes,Volumes,Timings 3:Teasley&Hunters CreekRd/I-Ieights Blvd Lanes,Volumes,Timings 3:Teasley&Hunters CreekRd/Heights Blvd Splits and Phases: 3:Teasley&Hinters CreekRd/Heights Blvd EBT EBR mL wBT WBR mL \001 10? -04;04 Detector Phase 8 4 4 8 5 2 1 6 1 s, I Switch Phase �08 Moravian Initial(s) 8.0 8.0 8.0 8.0 8.0 15.0 8.0 15.0 Mnimum Split(s) 13.5 13.5 13.5 13.5 13.5 20.5 13.5 20.5 Total Split(s) 30.0 30.0 30.0 30.0 20.0 35.0 20.0 35.0 _ Total Split(%) 35.3% 35.3% 35.3% 35.3% 23.5% 41.2% 23.5% 41.2% Mrxinnun Green(s) 24.5 24.5 24.5 24.5 14.5 29.5 14.5 29.5 _ Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Tare(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 _ Lost Trtne Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Tax(s) 5.5 5.5 5.5 5.5 5.5 5.5 _ Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes _ Vehicle ExtPncion 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall lvbu, None None None None None Mn None Mn _ Walk Tune(s) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Ibnt Walk) 26.0 26.0 26.0 26.0 19.0 19.0 _ Pedestrian Calls /� 0 0 0 0 0 0 Act Effct Green o 8.5 8.5 31.8 28.8 30.5 33.6 _ Actuated g/C R17o� 0.20 0.20 0.73 0.66 0.70 0.77 v/c Ratio v 0.09 0.09 0.05 0.35 0.13 0.28 _ Cont.IDelag 0.4 0.4 3.2 7.9 3.5 6.4 Queue 13 l y 0.0 0.0 0.0 0.0 0.0 0.0 _ Total Delay a) y > 0.4 0.4 3.2 7.9 3.5 6.4 LOS to A A A A Approach Ik ya CL 0.4 0.4 7.8 6.2 Approach Iffi C C A A A - Queue Len 5 (fr) 0 0 1 49 0 0 Queue Leng i9 i(11) 0 1 8 134 16 128 Internal Link Dish) 444 174 310 279 Turn Bay Lengtlllt) 275 275 Base Capacity(2h) 1094 1104 811 3811 795 3825 Starvation Cap fWductn 0 0 0 0 0 , 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.03 0.03 0.03 0.31 0.09 0.29 Intersection S Area Type: Other Cycle Length:85 Actuated Cycle Length:43.5 Natural Cycle:50 qW Control Type:Actuated-Uncoordinated Ivhxn=v/c Ratio:0.35 Intersection Signal Delay 6.8 Intersection IDS:A Intersection Capacity Utilization 47.9°% ICU Level of Service A Analysis Period(umn)15 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report Kunley--Horn Page 7 Kvrrley--Horn Page 8 Teasley Commercial TIA 2029-Background-PM Teasley Commercial TIA 2029-Background-PM Lanes,Volumes,Timings 5:Teasley&Ryan/wheeler(EtmSch.) Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtmSch.) --6 -- l 4, ~ 4- f, .4\ t P " �► 4 4/ EBT WBR NBU ML NB Lane Group Iare Configurations Q' 'Ft '{'"�''� DaneVonfigurations M, Traffic Volume(vph) 870 25 1 6 Traffic Volume(vph) 869 183 Future Volume(Wh) 870 25 1 6 Future Volume(Wh) 869 183 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 Storage Length(ft) 240 100 0 0 350 0 500 Storage Length(ft) 0 Storage Lanes 1 1 1 0 1 0 1 Storage Lanes 0 Taper Length(fl) 25 25 25 25 Taper Length(ft) Lane Uhl.Factor 1.o0 1f� 1.00 LM 1.00 o.91 1.00 i01 0.91 1.00 Lane Uhl.Factor 0' Frt 0.850 0.914 0.996 Frt 0.974 Fk Protected 0.95Q- 0.950 JIMEL 0.950 0.950 Fk Protected i Saud.Flow(prot) 0 0 1770 Satd.How(prot) 4953 0 Fk Pemvtted 0.7 .167 0.266 Fk Permitted Saul.Flow(pemn) 0 0 495 Saul.Flow(pemn) 4953 0 Right Turn-RM Yes Right Turn on Red Sold.Flow i.. .y 289 8 4 Sold.Flow(RTOR) 43 Link Speed(mph) 9W5 45 Link Speed(mph) 45 Link Distance(11 786 516 634 Link Distance(ft) 669 Travel Time(s)t0 N 15.3 10.1 9.6 TravelTime(s) 10.1 Peak Hour FactoV Co 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Peak Hour Factor 0.96 0.96 Adj.Flow(,ph)�- S- 906 26 1 6 Adj.Flow(vph) 905 191 Shared Lane Trvac!j�,/o) Shared Lane Traffic(%) Lane Group� y h) 457 932 0 0 7 Lane Group Flow(vph) 1096 0 Enter Bock Ir rsetion No Nb No No No No No No Nb No No No Enter Mocked Dntersection No No Lane AligmrRht•y > Left Left Right Left Left Right RNA Left Left Right RNA Left Lane Alignment Left Right NEdian W, dt ft)n 0 12 12 12 Nbdian Width(ft) 12 DinkOffset(16 Q Q 0 0 LmkOfsegfl) 0 l Cross"A Viwtlo)Q 16 16 16 Crosswalk Wrdth(ft) 16 Two way Lane Tuo way Le$Turn Lane IkadwayFacto rL 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IkadwayFactor 1.00 1.00 Turning Speed&h) 15 IMEMEW-79 15 9 15 15 Turning Speed(mph) Number ofDetetrs 1 2 1 1 2 1 1 2 1 1 Number of Detectors 2 DetectorTeff4A* lei Thm Right Left Leff Left Thar Left Detector Template LeadlogatectPr$) 20 100 20 20 100 20 20 100 20 20 Leading Detector($) 100 Trailing Detector(ft) 111hM1.L 0 �0 0 0 0 0 Jw 0 Trailing Detector(ft) 0 Detector I Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector I Position(ft) 0 Detector 1 Size(i) 20 20 6 i 20 Detector 1 Size(ft) 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex GfEx Detector 1 Type CI+Ex Detector 1 Channel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 Detector 1 Queue(s) 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 Detector 2Position(ft) 94 Detector 2Position(ft) 94 Detector-2 Size(ft) 6 6 6 Detector-2 Size($) 6 Detector 2 Type Fx Detector 2 Type CI+Ex Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) P0.0 � 0.0 Detector 2 Extend(s) 0.0 Tam Type D.P+P NA Peron D.P+P NA D.P+P D.P+P NA D.P+P D.P+P Tam Type NA Protected Phases 7 4 - 8 5 5 1 Protected Phases 6 Permitted Phases 8 4 4 6 6 2 2 Permitted Phases 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report Kmrley--Horn Page 9 Kanley-Ilom Page 10 Teasley Commercial TIA 2029-Background-PM Teasley Commercial TIA 2029-Background-PM Lanes,Volumes,Timings 5:Teasley m m&Ryan/wheeler(EtSch.) Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtSch.) .4\ I* /r LI 1* 1 �/ EBT EBR WBL WBT WBR NBU ML NUT NBR SBU SBL Lane Gaup = SBT SBR Detector Phase 7 4 4 3 8 5 5 2 1 1 Detector Phase 6 Switch Phase Switch Phase Montano Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 15.0 5.0 5.0 Montano Initial(s) 15.0 Mnirnum Split(s) 12.0 11.0 11.0 12.0 12.0 12.0 12.0 21.0 12.0 12.0 Mnirnum Split(s) 21.0 Total Split(s) 20.0 30.0 30.0 20.0 30.0 20.0 20.0 40.0 20.0 20.0 Total Split(s) 40.0 Total Split(%) 18.2% 27.3% 27.3% 18.21/. 27.3% 18.2% 18.2% 36.4% 18.2% 18.2% Total SplitClo) 36.4% Mrxinmmn Green(s) 13.0 24.0 24.0 13.0 23.0 13.0 13.0 34.0 13.0 13.0 Mrxh=Green(s) 34.0 Yellow Time(s) 3.5 4.0 4.0 3.5 3.5 3.5 3.5 4.5 3.5 3.5 Yellow Time(s) 4.5 All-Red Time(s) 3.5 2.0 2.0 3.5 3.5 3.5 3.5 1.5 3.5 3.5 All-Red Tare(s) 1.5 Lost Tane Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lost Tane Adjust(s) 0.0 Total Lost Tare(a) 7.0 6.0 6.0 7.0 7.0 7.0 6.0 7.0 Total Lost Tare(s) 6.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead Lead Lead/Lag Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Lead-Lag Optimize? Yes Vehicle ExtP..i- 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Vehicle Extension(s) 3.0 Recall Ivbo, None None None None None None None Mn None None Recall Nbde Mn Walk Time(s) 5.0 5.0 5.0 5.0 Walk Time(s) 5.0 Flash Ibnt Walk)/CJ 27.0 27.0 27.0 24.0 Flash Ibnt Walk(s) 24.0 Pedestrian Calls 0 0 0 0 Pedestrian Calls(#/hr) 0 Act EtNA teen o 15.0 12.3 12.3 13.8 6.3 36.4 42.6 42.6 Act EtNA Green(s) 24.1 Actuated g/C RkM� 0.20 0.17 0.17 0.19 0.08 0.49 0.57 0.57 Actuated g/C Ratio 0.32 v/c Ratio v 0.59 0.01 0.57 0.09 0.09 1.10 0.32 0.02 We Ratio 0.67 Control Dela� r- 7 33.7 33.0 9.8 24.6 28.3 97.2 10.4 8.6 Control Delay 23.3 Queue 13 l y N 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Deby 0.0 Total De lay a) •y > 33.7 33.0 9.8 24.6 28.3 97.2 10.4 8.6 Total Delay 23.3 LOS c to O` C C A C C F B A LOS C 7 Approach Ik ya Q 19.9 25.9 38.9 Approach Delay 23.2 Approach LOS C Q B C D Approach LOS C Queue Len 5 (8) 85 1 0 9 2 -173 57 1 Queue Length 50th(fl) 136 Queue Leng i 9 i(8) 165 7 73 31 22 #483 175 8 Queue Length 95th(11) 235 hrtemal Link Dish) 706 436 554 hrtemal Link Dist(8) 589 Tun Bay LengdI t) 240 100 350 500 11un Bay Length(Li) Base Capacity( h) 416 2913 521 Base Capacity(vph) 2361 Starvation Cap fWductn 0 0 0 0 0 0 0 0 Starvation Cap Reductn 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 Reduced v/c Ratio 0.54 0.00 0.40 0.07 0.03 1.10 0.32 0.01 Reduced Vc Ratio 0.46 Intersection Sunnnary Intersection Suninary Area Type: Other Cycle Length:110 - Actuated Cycle Length:74.2 Natural Cale:75 - Control Type:Actuated-Uncoordinated Ivhxniumv/c Ratio:1.10 - Intersection Signal Delay 29.9 hrtersection LOS:C Intersection Capacity Utilization 87.3% ICU Level of Service E Analysis Period(mhr)15 Volu ne exceeds capacity,queue is theoretically infinite. Queue shown is tnaxurnvn a&r two cycles. 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report Kanley--Hom Page 11 Kanley-l-Iom Page 12 Teasley Commercial TIA 2029-Background-PM Teasley Commercial TIA 2029-Background-PM Lanes,Volumes,Timings 5:Teasley&Ryan/wheeler(EtmSch.) Lanes,Volumes,Timings 6:Teasley&Robinson # 95th percentile vohune exceeds capacity,queue maybe longer. Queue shown is maximtmr after two cycles. -' EBL EBT EBR WBL WBT WBR MU ME Splits and Phases: 5:Teasley&RyanNVheeler(Ehn Sch.) Lane Configurations 401 T02 `03 -#fN34 Traffic Volume(vph) 16 839 38 21 337 A0 ZO s Future Volume(Wh) 16 839 38 21 337 Ideal Flow(vphpl) 05 �- �08 Storage Length(ft) 0 0 0 0 350 0 350 -AD s n 20 s Storage Lanes 1 0 1 0 1 0 1 Taper Length(ft) 25 25 25 25 Lane Uhl.Factor 1.00 M 1.00 1.00�1.00 0.91 1.00 0.91 0.91 0.91 1.00 Frt 0.980 0.859 0.994 Fk Protected 0.950 0.950� 0.950 0.950 Satd.How(prot) 0 0 1770 Fk Permitted 0.354 JW 0.87� 0.265 0.221 Satd.Flow(pemr) Right Turn on Red Saud.Flow(RTOR) 2 451 6 Link Speed(mph) �111` 30 45 Link Distance(ft) 429 558 1550 E M Travel Time(s) 9.8 12.7 23.5 N o Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 N 00 Adj.Flow(tph) 17 893 40 22 359 V Shared Lane Traffic(%) G _ Lane Group Flow(vph) 933 0 0 381 C y d Enter Blocked Intersection 1116 Nib No No No No No 1116 Nib No No No 41•y > LaneAlignrnent Left Left Right Left Left Right RNA Left Left Right RNA Left c fA Nbdian Width(ft) 12 12 12 O Q G LmkOffsegfl) 0 AM- 0 w Q Crosswalk Width(ft) 16 16 16 U Tuo way Left Turn Lane i G I-IeadwayFactor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _O Turr urg Speed(mph) 15 1 9 15� 9 15 9 9 15 d Number of Detectors 1 2 1 2 1 1 2 1 1 Q Detector Template Leff T1uu Left Tl Leff Leff Thru left Leff Leading Detector(11) 20 100 20 100 20 20 100 20 20 Trailing Detector(ft) 0 0 0 0 0 0 M 0 Detector I Posaron(ff) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 JWMMMM6. 6 MM 20 Detector 1 Type CI+Ex CI+Ex C1+Ex CI+Ex CI+Ex CI+Ex CI+Fx C1+Ex a+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector IDelay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 - Detector-2 Size(ff) 6 6 6 Detector 2 Type C1+Fx CT+Ec Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 Turn Type D.P+P NA D.P+P NA D.P+P D.P+P NA DP-P D.P+P Protected Phases 7 3 8 5 5 2 1 1 Pemvtted Phases 8 4 6 6 2 2 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report Kunley-Hum Page 13 Kunley-Ilom Page 14 Teasley Commercial TIA 2029-Background-PM Teasley Commercial TIA 2029-Background-PM Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson - Lane Group = EBT EBR mL WBT mR NBU NBL NBT NBR SBU SBL Laner[bnfigurations +0 Detector Phase 7 4 3 8 5 5 2 1 1 Traffic Volume(vph) 882 16 Switch Phase Future Volume(vph) 882 16 Mm umInitial(s) 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 8.0 Ideal Flow(vphpl) 1900 1900 Mnimum Split(s) 13.5 23.5 13.5 23.5 13.5 13.5 23.5 13.5 13.5 Storage Length(ft) 0 Total Split(s) 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 20.0 Storage Lanes _ 0 Total Split(/) 19.0% 28.6% 19.0% 28.6% 19.0% 19.0% 33.3% 19.0% 19.0% Taper Length(fl) Nhximum Green(s) 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 14.5 Lane Uhl.Factor �1 Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Fn 0.997 All-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Fk Protected Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Satd.Flow(prot) 5070 0 Total Lost Time(s) 5.5 5.5 5.5 5.5 5.5 5.5 5.5 Fk Pemritted r Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead Satd.Flow(perm) 5070 0 Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Right Turn-Rrd Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Satd.Flow t. --) 2 Recall Mxle None None None None None None Mn None Norte Link Speed(mph) 45 Act Effct Green(s) 12.4 10.0 12.4 11.3 39.9 19.6 34.8 Link Distance(11 564 Actuated g/C Ratio 0.19 0.15 0.19 0.17 0.61 0.30 0.53 Travel Tune(s)EEC N 8.5 We Ratio 0.06 0.05 0.25 0.74 0.05 0.61 0.71 Peak l-IourFactaV 0 0.94 0.94 Control Delay 20.7 26.1 23.3 11.7 8.0 22.2 22.2 Adj.Flow(vph) 8 938 17 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Shared Lane Total Total Delay 20.7 26.1 23.3 11.7 8.0 22.2 22.2 Lane Group vim) 955 0 LOS C C C B A C C Enter Bbcl Ir rs'etion No No Approach Delay 23.4 13.4 21.9 Lane Aligun@ht y > Left Right Approach LOS C B C NEdian%J%f[)n 0 12 Queue Length 50th(fl) 5 4 26 9 2 96 55 L nk offset(16 Q G 0 Queue Length 95th(ft) 19 24 65 108 18 221 #337 CrosswalkV*dtlo)Q 16 Internal Link Dist(fl) 349 478 1470 Ttvo way Lane Turn Bay Length(1) 350 350 Headway Facto�Q 1.00 1.00 Base Capacity(vph) 442 719 478 903 604 2398 536 Turing Speed( h) Starvation Cap Reducta 0 0 0 0 0 0 0 Number ofDetetrs 2 Spillback Cap Reductn 0 0 0 0 0 0 0 Detector TempL* Thm Storage Cup Reductn 0 0 0 0 0 0 0 Leading IetectPr ft) 100 Reduced We Ratio 0.03 0.02 0.17 0.53 0.04 0.39 0.71 Trailing Detector(fl) 0 Intersection Summary Detector I Postron(ft) 0 Detector 1 Size(ft) 6 Area Type: Other Detector 1 Type CI+Ex Cycle Length:105 Detector 1 Channel Actuated Cycle Length:65.3 Detector 1 Extend(s) 0.0 Natural Cycle:80 Detector 1 Queue(s) 0.0 Control Type:Actuated-Uncoordinated Detector 1 Delay(s) 0.0 Maximum We Ratio:0.74 Detector Position(ft) 94 Intersection Signal Delay.16.3 Intersection IDS:B Detector2Size(ft) 6 Intersection Capacity Utilization78.3% ICUIevelofServiceD Detector 2 Type CI+Ex Analysis Period(min)15 Detector 2 Channel # 95th percentile volume exceeds capacity,queue maybe longer. Detector 2 Extend(s) 0.0 Queue shown is maximum after two cycles. Tura Type NA Protected Phases 6 Penn ifted Phases 07/18/2023 Syncbro 11 Report 07/18/2023 Synchro 11 Report Kunley--Hom Page 15 IGmley-llom Page 16 Teasley Commercial TIA 2029-Background-PM Teasley Commercial TIA 2029-Background-PM Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson Splits and Phases: 6:Teasley&Robinson 1 �/ 1401 I I G' a �s Lane Group = Sur SBR I 4— lktectorPhase 6 �'f 05 + G5 �T - Switch Phase It 111111111Ms�j 30 s Mninr un]ttitial(s) 15.0 Mnimum Split(s) 23.5 Total Split(s) 35.0 Total Split('/o) 33.3 Nhxh=Green(s) 29.5 Yellow Time(a) 3.0 All-Red Time(s) 2.5 Lost Tune Adjust(s) 0.0 Total Lost Tune(a) 5.5 Lead/Lag Lag Lead-Lag Optrtrrize? Yes Vehicle Extension(a) 3.0 Recall Node Mn Act Etrct Green(s) 38.8 Actuated g/C Ratio 0.59 RWe Ratio 0.32 N o Control Delay 9.9 N 00 Queue Delay 0.0 V Total Delay 9.9 — G LOS A ++ Approach Delay 13.4 d y > Approach LOS B c to O` Queue Length 50dr(fl) 39 O Q CL G Queue Length 95th(fl) 205 w C Q Internal Link Dist(fl) 484 d Tun Bay Length(1t) U M Base Capacity(Wh) 3012 _O Starvation Cap Reductn 0 d Spillback Cap Reductn 0 Q Storage Cap Reductn 0 Reduced u/c Ratio 0.32 07/18/2023 Syncbro 11 Report 07/18/2023 Synchro 11 Report Kunley--Horn Page 17 Kunley-Llom Page 18 Teasley Commercial TIA 2029-Background-PM Teasley Commercial TIA 2029-Background-PM Lanes,Volumes,Timings *Z Teasley&wheeler Ridge Lanes,Volumes,Timings Z Teasley&wheeler Ridge wBR NBU NBL NBT NBR �-mBL Lao MD- S Lane Configurations 'Ft ft 1 +0 1 Danetonfigurations +"['''Ft Traffic Volume(vph) 810 51 1 85 Traffic Volume(vph) 843 44 _ Future Volume(Wh) 810 51 1 85 Future Volume(Wh) 843 44 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 Storage Length(ft) 0 0 0 0 275 0 275 Storage Length(ft) 0 Storage Lanes 1 i 0 1 0 1 j 0 1 Storage Lanes 0 Taper Length(1l) 25 25 25 25 Taper Length(ft) Lane Uhl.Factor 1.00� 1.00 1.M 1.00 0.91 1.00 0.�.91 0.91 1.00 Lane Uhl.Factor _ Err 0.867 0.867 0.991 Err 0.993 Fk Protected 0.950� 0.950 0.950 0.950 Fk Protected Satd.Flow(prot) 0 0 1770 Satd.How(prot) 5050 0 Fk Penrihed 0.97 0.976 279� 0.281 Fk Permitted _ Satd.Flow(perm) 0 0 523 Satd.Flow(perm) 5050 0 Right Tlrt-Rr 0 Right Turn on Red Satd.Flow i.. .y 39 55 9 Satd.Flow(RTOR) 7 Link Speed(mph) 30 30 45 Link Speed(mph) 45 _ Link Distance(11 213 322 4573 Link Distance(ft) 1550 Travel Tvne(s)E N 4.8 # 7.3 69.3 Travel Tvne(s) 23.5 _ Peak l-lourFactuV 0 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Peak l-lourFactor 0.97 0.97 _ Adj.Flow(,ph)�- SO'-O 835 53 1 88 Adj.Flow(vph) 869 45 Shared Lane Traaic_�) Shared Lane Traffic(%) Lane Cnoup� y h) 888 0 0 89 Lane Group Flow(vph) 914 0 _ Enter Bbcic In rsletion No Nb No No No No Nb No No No No No Enter Blocked Intersection No No Lane AligmTiWt•y > Lei Left Right left Left Right RNA Left Leff Right RNA Left Lane Alignment Left Right NEdian uric dRft)n 0 12 12 12 NEdian Width(ft) 12 LinkOffset(16 Q Q 0 0 LmkOfsegfl) 0 Cross"A Viwtlo)Q 16 16 16 Crosswalk Wrdth(ft) 16 Two way Lane Tuo way Leff Turn Lane IkadwayFacto ra 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I-kadwayFactor 1.00 1.00 Turing Speed( h) 15 9 15 15 Thrnig Speed(mph) Number ofDetetrs 1 2 1 2 1 1 2 1 1 Number of Detectors 2 DetectorTemplab Left Leff Left Thar Left Detector Template LeadlogatectPr$) 20 100 20 100 20 20 100 20 20 Leading Detector($) 100 Trailing Detector(ft) MOME...0 0 0 0 0 0 JW 0 Trailing Detector(ft) 0 Detector I Postuon(ft) 0 0 0 0 0 0 0 0 0 Detector I Position(ft) 0 Detector 1 Size(ft) jjjjjjM 20 6 20 20 6 i 20 Detector 1 Size(ft) 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CN-Ex CI+Ex CI+Ex CI+Ex CI+Ex CN-Ex Detector 1 Type CI+Ex Detector 1 Channel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 0. 0.0 Detector 1 Queue(s) 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 Detector 2 Position(ft) 94 Detector 2 Position(ft) 94 Detector2 Size(ft) 6 6 6 Detector2 Size(ft) 6 Detector 2 Type Fx Detector 2 Type CI+Ex Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) 0.0 Detector 2 Fxtend(s) 0.0 Turn Type D.P+P NA D.P+P NA D.P+P D.P+P NA D.P+P D.P+P Turn Type NA Protected Phases 8 5 5 1 Protected Phases 6 Pertained Phases 8 4 6 6 2 2 Pertained Phases 07/18/2023 Syncbro 11 Report 07/18/2023 Synchro 11 Report Kmiley--Horn Page 19 IGmley-Hom Page 20 Teasley Commercial TIA 2029-Background-PM Teasley Commercial TIA 2029-Background-PM Lanes,Volumes,Timings Z Teasley&Wheeler Ridge Lanes,Volumes,Timings Z Teasley&Wheeler Ridge ` 4- \ t ,* l4 1* SphLsandPhases: 7:Teasley&Wheeler Ridge EBL EBT EBR WBL WBT WBR NB>♦ NBL NBT NBR SBU sBL JO i 102 ♦ 03 �L�4 030, Detector Phase 7 4 3 8 5 5 2 1 1 I rSwitch Phase 5 + 05Mill 1#1- Mnunnun Initial(s) 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 8.0 Mr Mnimum Split(s) 13.5 13.5 13.5 13.5 13.5 13.5 20.5 13.5 13.5 Total Split(s) 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 20.0 Total Split(%) 19.0% 28.6% 19.0% 28.6% 19.0% 19.0% 33.3% 19.0% 19.0% Maxiun rn Green(s) 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 14.5 Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 AIi-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Lost Thr e Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Thine(s) 5.5 5.5 5.5 5.5 5.5 5.5 5.5 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead lead Lead-Lag Opb ndze? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle ExtPucinn!l 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mwc None None None None None None Mn None None Walk Time(s) 5.0 5.0 5.0 Flash Ibnt Walk s) 26.0 26.0 19.0 Pedestrian Calls /� 0 0 0 Act Effct Green o 11.3 8.9 11.3 8.9 31.9 25.3 30.3 Actuated g/C RkM� 0.22 0.17 0.22 0.17 0.62 0.49 0.59 v/c Ratio v 0.07 0.14 0.08 0.19 0.12 0.36 0.17 Control Dela� 17.7 13.1 17.7 12.2 7.5 14.0 7.8 Queue I e y 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Iklay a) y• � 17.7 13.1 17.7 12.2 7.5 14.0 7.8 LOS c to O` B B B B A B A Approach Ik ya Q 14.9 14.1 13.6 Approach LOS C Q B B B Queue Len 5 (fr) 8 1 9 2 6 71 9 Queue Lengtrt9 i(ft) 26 29 29 35 29 149 38 Internal Link Dish) 133 242 4493 Turn Bay LengdI t) i 275 275 Base Capacity( h) 624 860 624 867 734 3335 735 Starvation Cap TWductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.05 0.05 0.05 0.07 0.09 0.27 0.12 Intersection S Area Type: Other Cycle Length:105 Actuated Cycle Length:51.7 Natural Cyele:65 W - Control Type:Actuated-Uncoordinated Ivhxninn v/c Ratio:0.36 Intersection Signal Delay.13.0 Intersection LOS:B Intersection Capacity Utilization 46.1% ICU Level of Service A Analysis Period(uma)15 07/18/2023 Synchro 11 Report 07/18/2023 Synchro 11 Report Kunley-Horn Page 21 Kanley--Horn Page 22 Teasley Commercial TIA 2029-Background-PM Lanes,Volumes,Timings z Teasley&Wheeler Ridge l r Detector Phase 6 Switch Phase Mnuanunlnitial(s) 15.0 Mnimurn Spht(s) 20.5 Total Split(s) 35.0 Total Split(%) 33.3 Niodnnun Green(s) 29.5 Yellow True(s) 3.0 All-Red Tune(s) 2.5 Lost Trtne Adjust(s) 0.0 Total Lost Tirne(s) 5.5 Lead/Lag Lag Lead-Lag Optimize? Yes Vehicle Ext—ion 3.0 Recall Mw, Mn Walk Tune(s) 5.0 Flash Dour Walk s) 19.0 IL Pedestrian Calls /� 0 Act Ellct Green o 31.2 Actuated g/C Rk6.� 0.60 Wc Ratio v 0.30 Control Dela� 12.7 Queue Dela y 0.0 — Total Delay a) 12.7 LOS rA O` B Approach Ik ya Q 12.3 Approach LOS C Q B Queue Len 5 (8) 74 Queue Leng i 9 i($) 151 Internal Link Dish) 1470 Turn Bay Lengdr) Base Capacity( h) 3341 Starvation Cap fWductn 0 Spillback Cap ReduLtn 0 Storage Cap Reductn 0 Reduced We Ratio 0.27 Intersection Sumrnary, 07/18/2023 Synchro 11 Report Kunley-Horn Page 23 Teasley Commercial TIA 2029-Background-PM HCM 6th TWSC 8:Ryan&South Drive Intersection lll� — 1nt Delay,s/veh 0 Ivbvement EBL HIT — Lane Configurations fT 1 Traffic Vol,veh/h 0 481 621 _.Q._ 0 0 Future Vol,veh/h 0 481 621 0 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 - Sign Control Free Free Free Free Stop Stop RTChannelized - None - None - None - Storage Length - - - - 0 - Veh in Adian Storage,# - 0 0 0 Grade,% - 0 0 - 0 Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flov ) 501 647 0 0 0 Nbior/Mnor Nhiorl Nbior2 Mnor2 Conflicting FIowjHN 647 0 0 1148 647 Stage 1 N oN - - - 647 - Stage 2~ �5 - 501 - Critical Hd V o 4.12 6.42 6.22 CriticalFU tj1 - - - - 5.42 - CrincalHdvVLC8 '2 N - 5.42 - Followup to >2.218 - - - 3.518 3.318 Pot Cap-1 egv E 939 220 471 StageO Qr Q - 521 - Stagea` C Q - 609 - Platoon bloj5 - - - IvbvCap-I Nhn&er 939 220 471 Nbv Cap-2 Nhraver - 220 - stage 1 - - - - 521 - Stage 2 Q 609 Approach EB WB SB HCMControl Delay,s 0 0 0 HCMLOS A MinorLane/NbjorAnit EBL EBT WBT WBRSBInI Capacity(veh/h) 939 HCMLane V/C Ratio - HCMControl Delay(s) 0 0 F"Lane LOS A - - - A HCM95th%tile Q(veh) 0 07/18/2023 Synchro 11 Report Kunley-]Iom Page I Kimley))) Horn Appendix N: SynchroTm Output - 2029 Background Plus Site Traffic E M m N N O � N W C = O l6 W ) G y O G Q G. .+ C. y C Q cU E Q O m d • • 13455 NoelRoad,Two Galleria Office Tower, 11 Dallas,TX75240 • 1 11 821 N Mayhill Road TIA July 2023 Denton,Texas Teasley Commercial TIA 2029-Background+Site-AM Teasley Commercial TIA 2029-Background+Site-AM Lanes,Volumes,Timings 1:Teasley&wmdRiver&Iiuianlvfller Lanes,Volumes,Timings 1:Teasley&wmd River&Hlian Miller NBlt SET SBR Lane Group = EBT EBR WBL WBT WBR ML NUT NBR SBL _ Lane Configurations +I* Detector Phase 3 8 7 4 5 2 2 1 6 Traffic Volume(vph) 379 109 Switch Phase Future Volume(Wh) 379 109 Minimum initial(s) 4.0 5.0 4.0 5.0 4.0 15.0 15.0 4.0 15.0 Ideal Flow(vphpl) Minimum Split(s) 10.0 11.0 10.0 11.0 10.0 21.0 21.0 10.0 21.0 Storage Length(ft) 100 0 50 0 275 0 135 0 Total Split(s) 20.0 20.0 20.0 20.0 20.0 30.0 30.0 20.0 30.0 Storage Lanes 1 0 1 0 1 1 1 0 Total Split(%) 22.2% 22.21/o 22.2% 22.2% 22.2% 33.3% 33.3% 22.2% 33.3% Taper Length(fl) 25 25 25 25 Nhxummt Green(s) 14.0 14.0 14.0 14.0 14.0 24.0 24.0 14.0 24.0 Lane Uhl.Factor 1.00� 1.00 0.95 0.95 1.00 0.95 W 1.00 �195 Yellow Time(a) 3.5 4.0 3.5 4.0 3.5 4.5 4.5 3.5 4.5 Fit 0.904 0.932 0.850 0.966 All-Red Time(s) 2.5 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 Flt Protected 0.950' 0.950 M 0.950 M 0.950 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Satd.Flow(prot) Total Lost Time(a) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Flt Pemvtted 0.629� 0.292 JW 0.318 � 0.329 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Satd.Flow(Perm) 3419 0 Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Right Turn WWs Yes Vehicle Extension(a) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Sand.Flow 338 89 182 40 Recall Ivbde None Mm None N5n Notre Nlin Mn None Mn Link Speed(mph) -UMNEW 40 30 45 35 Walk Time(s) 6.0 6.0 6.0 6.0 6.0 Link Distance(ftL 869 668 1252 458 FlashDont Walk(s) 25.0 25.0 21.0 21.0 21.0 Travel Tare(s)EEC N 14.8 Wr 15.2 19.0 8.9 Pedestrian Calls(#Air) 0 0 0 0 0 Peak Four FactaV 0 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Act Etlit Green(s) 18.6 13.7 20.1 8.3 31.2 29.9 29.9 34.0 18.4 Adj.Flow(,ph)'- c 451 130 Actuated g/C Ratio 0.25 0.18 0.27 0.11 0.42 0.40 0.40 0.46 0.25 Shared Lane Truac!j�-lo) v/c Ratio 0.43 0.61 0.28 0.44 0.72 0.46 0.17 0.14 0.66 Lane Group 8o vph) 0 Control Delay 23.0 14.7 21.1 21.6 23.3 19.9 1.6 11.5 28.1 Enter Blocke�Ir rsetion No Na No No No No No No Na No No No Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lane Aligrin@ht- > Left Left Right Left Left Right Left Left Right Left Left Right Total Delay 23.0 14.7 21.1 21.6 23.3 19.9 1.6 11.5 28.1 Nbdian W dr ft)n OL 12 12 12 12 LOS = C B C C C B A B C LnkOSset( Q CL G 0 J --.Mk0 Approach Delay 16.7 21.5 18.9 26.7 Crosswalk l )Q 16 16 16 16 Approach LOS B C � B C Two way Lane Queue Length 50th(ft) 55 43 25 24 86 128 0 12 120 D-Ieadway Factoi�Q 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Queue Length 95th(ft) 101 85 54 54 149 188 8 31 173 Turning Speed( h) 15 15 -qMMMMW 15 Internal Link Dist(it) 789 588 1172 378 Number ofDetetrs 1 2 1 2 1 2 1 1 2 Tarn Bay Length(ti) 100 50 275 135 DetectorTempL* Lett ' Left Thin Right Left Thin Base Capacity(vph) 465 931 412 704 1150 Leadlog DetectPr ft) 20 100 20 100 20 100 20 20 100 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Trailing Detector(fl) 0 0 0 0Mj 0 0 Spillback Cap Reduem 0 0 0 0 0 0 0 0 0 Detector I Posnion(ft) 0 0 0 0 0 0 0 0 0 Storage Cap Reducm 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 Reduced We Ratio 0.35 0.57 0.19 0.28 0.67 0.46 0.17 0.10 0.51 Detector 1 Type CI+Ex CI+Ex CI+Ex CTtEx CI+Ex CI+Ex CI+Ex CF+Ex CI+Ex Intersection S Detector 1 Channel _ Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Area Type: Other Detector 1 Queue(s) 0.0 0.0 0.0 0.0 � 0.0 Cycle Lend:90 1 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Actuated Cycle Length:74.2 Detector 2 Position(ft) 94 94 Natural Cycle:60 Detector2 Size(ft) 6 6 6 6 Control Type:Actuated-Uncoordinated Detector 2 Type C1+� �+ CI+Ex lvh.xnrnnrr v/c Ratio:0.72 Detector 2 Cbannel Intersection Signal Delay.20.4 Intersection IDS:C Detector 2 Extend(s) 0. 0.0 0.0 Intersection Capacity Utilization66.3% ICU Level ofServiceC Tura Type D.P+P NA D.P+P NA D.P+P NA Perm D.P+P NA Analysis Period(min)15 Protected Phases 3 8 ' 4 5 2 Perrnitted Phases 4 8 6 2 2 10/24/2023 Synchm 11 Report 10/24/2023 Synchro 11 Report Kmiley--Hom Page 1 Kniley--Horn Page 2 Teasley Commercial TIA 2029-Background+Site-AM Teasley Commercial TIA 2029-Background+Site-AM Lanes,Volumes,Timings 1:Teasley&WIDdRiver&Lillianlvfller Lanes,Volumes,Timings 3:Teasley&Flunters Creek Rd/IleightsBlvd Splits and Phases: 1:Teasley&Wmd River&LiffianMiller , ` ~ t t �01 t'J2 0s'_ !0704 BL SBT Sl� s 20 s Lane Configuntans t'�► t�t � T"r� � '�'�''� 05 -Awl Traffic Volume(vph) ill 20 s Future Volume(Wh) Ideal Flow(vphpl) 1900 1900 Storage Length(ff) 0 0 0 0 275 0 275 0 Storage Lanes 0 0 0 0 1 �� 1 0 Taper Length(ft) 25 25 25 25 Lane Utd.Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91 0.91 Fn 0.935 0.969 0.994 0.974 Fk Protected -0.975 0.963 0.950 1pr-' 0.950 - Satd.How(prot) 0 Fh Permitted -0.786 �0.632 0.338 AL 0.317 - Saul.Flow(pemn) Right Turn on Red Yes des W==" Satd.Flow(MR) 103 103 8 57 Link Speed(mph) 30 �30 45 45 Link Distance(ff) 524 254 390 359 E M Travel Tmre(s) =11.9 95.8 5.9 5.4 N o Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 N 00 Adj.Flow(vph) V Shared lane Traffic(%) 0 Lane Group Flow(vph) 0 17 752 0 y (D Enter Blocked Intersection No No Nb No No No No 11b Nb Nb No No G1•y > Lane Alignment Left Left Right Left Leff Right Left Leff Right Left Left Right fA Nbdian Width(It) 0 0 12 12 p Q G LmkOffsegfl) 0 0 w Q Crosswalk Wrdth(ft) 16 16 16 16 C) Two way Leff Turn Lane - G FkadwayFactor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 O Turning Speed(mph) 15 1 9 15� 15 9 > Number of Detectors 1 2 1 2 1 2 1 2 d Detector Template Left Thin 1 Leff THEW Leff Tian Leading letector(11) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 Detector I PosWn(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex C1+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector IDelay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2Position(ft) 94 94 94 94 Detector2 Size(ft) 6 6 6 6 Detector 2 Type GFEK CN Ex CI+Fx Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 Tom Type D.Pm NA D.Prn NA D.P+P NA D.P+P NA Protected Phases 8 2 MIEr' 6 Permitted Phases 8 4 6 2 10/24/2023 Synchm 11 Report 10/24/2023 Synchro 11 Report Ea dey--Horn Page 3 Kmiley--Hon Page 4 Teasley Commercial TIA 2029-Background+Site-AM Teasley Commercial TIA 2029-Background+Site-AM Lanes,Volumes,Timings 3:Teasley&Hunters CreekRd/Heights Blvd Lanes,Volumes,Timings 3:Teasley&Hunters CreekRd/Heights Blvd Splits and Phases: 3:Teasley&Hunters CreekRd/Heights Blvd EBT EBR mL WBT WBR mL \001 10? -04;04 Detector Phase 8 4 4 8 5 2 1 6 s, I 40- Switch Phase \i5 + C. 08 MoIlYnTn Initial(s) 8.0 8.0 8.0 8.0 8.0 15.0 8.0 15.0 Mnimum Split(s) 13.5 13.5 13.5 13.5 13.5 20.5 13.5 20.5 Total Split(s) 30.0 30.0 30.0 30.0 20.0 35.0 20.0 35.0 _ Total Split(%) 35.3% 35.3% 35.3% 35.3% 23.5% 41.2% 23.5% 41.2% Mrxinnun Green(s) 24.5 24.5 24.5 24.5 14.5 29.5 14.5 29.5 _ Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Tare(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 _ Lost Trtne Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Tax(s) 5.5 5.5 5.5 5.5 5.5 5.5 _ Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes _ Vehicle ExtPncion 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall lvbu, None None None None None Mn None Mn _ Walk Tune(s) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Ibnt Walk) 26.0 26.0 26.0 26.0 19.0 19.0 _ Pedestrian Calls /� 0 0 0 0 0 0 Act Effct Green o 12.7 12.7 23.6 25.7 26.9 17.0 r Actuated g/C R17o� 0.24 0.24 0.45 0.49 0.52 0.33 v/c Ratio v 0.65 0.28 0.29 0.33 0.03 0.45 i ControlDelag 20.0 6.5 8.7 9.9 6.9 15.5 Queue Dk y 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay a) y > 20.0 6.5 8.7 9.9 6.9 15.5 LOS to O` B A A A A B Approach Ik ya Q 20.0 6.5 9.7 15.4 Approach Iffi C Q B A A B Queue Len 5 (fr) 43 0 18 42 2 62 Queue Leng i9 i($) 108 24 48 120 10 109 Internal Link Dish) 444 174 310 279 Turn Bay LengdI t) 275 275 Base Capacity(�h) 732 618 667 3049 661 2986 Starvation Cap ducn 0 0 0 0 0 , 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reducn 0 0 0 0 0 0 Reduced v/c Ratio 0.36 0.16 0.21 0.27 0.03 0.25 Intersection S Area Type: Other Cycle Length:85 Actuated Cycle Length:52.1 Natural Cycle:50 qW Control Type:Actuated-Uncoordinated Ivhxn=v/c Ratio:0.65 Intersection Signal Delay 12.9 Intersection IDS:B Intersection Capacity Utilization 46.9°% ICU Level of Service A Analysis Period(umn)15 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Kanley--Horn Page 5 Knrley--Horn Page 6 Teasley Commercial TIA 2029-Background+Site-AM Teasley Commercial TIA 2029-Background+Site-AM Lanes,Volumes,Timings 5:Teasley m m&Ryan/wheeler(EtSch.) Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtSch.) 4- it -N I* /r 11, 1* 4 r EBT EBR WBL WET wBR NBU NBL NBT NBR SEE Lane('group Lane Configurations t ? I. ) ++T+ DaneVonfigurations W, Traffic Volume(vph) 50 Traffic Volume(vph) 528 100 Future Vokune(Wh) 50 Future Volume(Wh) 528 100 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 Storage Length(ft) 240 100 0 0 350 0 500 Storage Length(ft) 0 Storage Lanes 1 1 1 0 1 0 1 Storage Lanes 0 Taper Length(1l) 25 25 25 25 Taper Length(ft) Lane Uhl.Factor 1.00 1f� 1.00 0.91 1.00 0.91 0.91 0.91 1.00 Lane Uhl.Factor Frt 0.850 0.909 0.952 Err 0.976 Flt Protected 0.950- 0.95� 0.950 - 0.950 Flt Protected i Saud.Flow(prot) 0 0 1770 Satd.How(prot) 4963 0 Fk Pemvtted 0.769� 0.7 287 0.171 Fk Permitted Satd.Flow(penm 0 0 319 Satd.Flow(penm 4963 0 Right Turn-RM Right Turn on Red Satd.Flow i.. .y 308 34 111 Satd.Flow(RTOR) 36 Link Speed(mph) W5 35 45 W Link Speed(mph) 45 Link Distance(11 786 516 634 Link Distance(ft) 669 Travel Time(s)t0 N 15.3 10.1 9.6 Travel Time(s) 10.1 Peak l bur FactuV 0 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Peak l bur Factor 0.86 0.86 Adj.Flow(vph)�- S- 58 Adj.Flow(vph) 614 116 Shared Lane Traaic_�) Shared Lane Traffic(%) Lane Cnoup8o vPh) Lane Group Flow(vph) 730 0 Enter Blockcc In rsetion No No No No No No No No No No No No Enter Blocked Intersection No No Lane Alignment- > Left Left Right Left Left Right RNA Left Left Right RNA Left Lane Alignment Left Right NEdian Wic d ft)n 0 12 12 12 NEdian Width(i) 12 _ Link Offset( Q Q 0 0 LmkOfsegfl) 0 Crosswalk 4 l¢ft)Q 16 16 16 Crosswalk Wrdth(ft) 16 Tvw way Lane Tvm way Left Turn Lane FkadwayFacto rL 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Headway Factor 1.00 1.00 Turning Speed&h) 15 IMENEW-79 15 9 15 15 Turning Speed(mph) Number ofDetetrs 1 2 1 1 2 1 1 2 1 1 Number of Detectors 2 DetectorTeff4)L* left Thm Right Left Leff Left Thar Left Detector Template LeadlogatectPr ft) 20 100 20 20 100 20 20 100 20 20 Leading Detector(11) 100 Trailing Detector(fl) 11001.L 0 �0 0 0 0 0 Jw 0 Trailing Detector(ft) 0 Detector I Posaton(ft) 0 0 0 0 0 0 0 0 0 0 Detector I Posinon(ft) 0 Detector 1 Size(ft) 20 20 6 i 20 Detector 1 Size(ft) 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CN-Ex Detector 1 Type CI+Ex Detector 1 Channel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 Detector 1 Queue(s) 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 Detector 2 Position(8) 94 Detector 2 Position(8) 94 Detector-2 Size(ft) 6 6 6 Detector-2 Size(ft) 6 Detector 2 Type Fx Detector 2 Type CI+Ex Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) P0.0 � 0.0 Detector 2 Extend(s) 0.0 Tam Type D.P+P NA Peron D.P+P NA D.P+P D.P+P NA D.P+P D.P+P Tam Type NA Protected Phases 7 4 - 8 5 5 1 Protected Phases 6 Permitted Phases 8 4 4 6 6 2 2 Permitted Phases 10/24/2023 Synchro 11 Report 1024/2023 Synchro 11 Report K nley--Horn Page 7 Kniley--Horn Page 8 Teasley Commercial TIA 2029-Background+Site-AM Teasley Commercial TIA 2029-Background+Site-AM Lanes,Volumes,Timings 5:Teasley&Ryan/wneeler(EtmSch.) Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtmSch.) ` 4- +l -N t ,* l! 1* Splits and Phases: 5:Teasley&Ryan/Wheeler(Ehn.Sch.) EBT EBR WBL WBT WBR NBU ML Mr NBR SBU SBL 40 t1 10 sl2 ■ 03 --*J4 90 s atectorPhase 7 4 4 3 8 5 5 2 1 1 ` I t- SwitchPhase tlfl5 + J5 ,` Je MnIlnrrn Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 15.0 5.0 5.0 Mnimum Split(s) 12.0 11.0 11.0 12.0 12.0 12.0 12.0 21.0 12.0 12.0 Total Split(s) 20.0 30.0 30.0 20.0 30.0 20.0 20.0 40.0 20.0 20.0 Total Split(%) 18.2% 27.3% 27.3% 18.21/. 27.3% 18.2% 18.2% 36.4% 18.2% 18.2% Maxiunmn Green(s) 13.0 24.0 24.0 13.0 23.0 13.0 13.0 34.0 13.0 13.0 Yellow Time(s) 3.5 4.0 4.0 3.5 3.5 3.5 3.5 4.5 3.5 3.5 AIi-Red Time(s) 3.5 2.0 2.0 3.5 3.5 3.5 3.5 1.5 3.5 3.5 Lost Tare Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Tare(a) 7.0 6.0 6.0 7.0 7.0 7.0 6.0 7.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead lead Lead-Lag Optanize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle ExtPucinn!l 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 RecallMwc None None None None None None None Mn None None Walk Time(s) 5.0 5.0 5.0 5.0 Flash Ibnt Walk s) 27.0 27.0 27.0 24.0 Pedestrian Calls /CJ 0 0 0 0 Act Effct teen o 21.9 8.1 8.1 18.6 7.8 29.4 26.5 31.1 Actuated g/C Rkr,o� 0.29 0.11 0.11 0.24 0.10 0.38 0.35 0.41 v/c Ratio v 0.37 0.11 0.70 0.57 0.28 0.58 0.61 0.23 Control Dela� 7 22.6 34.7 13.7 27.2 22.2 19.5 21.5 14.2 Queue De y N 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total lklay a) �• > 22.6 34.7 13.7 27.2 22.2 19.5 21.5 14.2 LOS c to O` C C B Am C B C B Approach Ikya Q 17.7 26.2 21.2 Approach LOS C Q B � C C Queue len 5 (8) 60 10 0 78 10 57 139 14 Queue Lengttt9 i(ft) 124 32 61 44 112 205 37 Internal Link Dish) 706 _ 436 554 Turn Bay Lengdr) 240 100 350 500 Base Capacity( h) 437 2256 399 Starvation Cap Nductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.37 0.04 0.43 0.52 0.10 0.50 0.47 0.15 Intersection S Area Type: Other Cycle Length:110 - Actuated Cycle Length:76.6 Natural Cyele:60 Control Type:Actuated-Uncoordinated Ivh.xn=v/c Ratio:0.70 Intersection Signal Delay 22.1 Intersection LOS:C Intersection Capacity Utilization 71.7% ICU Level of Service C Analysis Period nnin)15 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Kanley--Horn Page 9 Kvrrley--Horn Page 10 Teasley Commercial TIA 2029-Background+Site-AM Teasley Commercial TIA 2029-Background+Site-AM Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(Ehn Sch.) Lanes,Volumes,Timings 6:Teasley&Robinson EBL EBT EBR WBL WBT WBR mu NBL NBT NIR Detector Phase 6 lane Configurations T# 1+ ) W. Switch Phase Traffic Volume(vph) 30 6 398 Mnaiwm Initial(s) 15.0 Future Volume(Wh) 30 6 398 Mnimum Split(s) 21.0 Ideal Flow(vphpl) Total Split(s) 40.0 Storage Length(ft) 0 0 0 0 350 0 350 Total Split(%) 36.4% Storage Lanes 1 0 1 0 1 0 1 Ivhxinnun Green(s) 34.0 Taper Length(ft) 25 25 25 25 Yellow Time(s) 4.5 Lane Uhl.Factor 1.00 �.00 1.00 1.00 1.00 0.91 1.00 0.91 0.91 0.91 1.00 All-Red Time(s) 1.5 Fit 0.987 0.851 0.993 Lost Tmte Adjust(s) 0.0 Fk Protected 0.950 0.950 0.950 0.950 Total Lost Time(a) 6.0 Said.How(prot) 0 0 1770 Lead/Lag Lag Flt Permitted 0.331 JW 0.734 _dft 0.401 0.322 Lead-Lag Optimize? Yes ' Said.Flow(perm) Vehicle ExrPncinn(cl 3.0 Right Turn on Red Yes RecallMw, Mn Said.Flow(RTOR) 3 422 7 Wafts Time(s) 5.0 Link Speed(mph) 0 30 45 Flash Ibnt Walk) 24.0 Link Distance(11) 429 558 1550 Pedestrian Calls /� 0 Travel Tune(s) 9.8 12.7 23.5 1W Act EffA teen o 19.6 Peak Four Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Actuated g/C RABo� 0.26 Adj.Flow(vph) 33 7 437 v/c Ratio v 0.56 Shared lane Trams(%) Control Dela� 25.8 Lane Group Flow(vph) 706 0 0 444 Queue De la y 0.0 Enter Blocked Intersection No ND Nb No No No No No Nb No No No Total Delay a) 25.8 Lane Alignment Left Left Right Left Left Right RNA Left Leff Right RNA Left LOS G to 0 C Nbdian Width(ff) 12 12 12 Approachl yQ Q 24.9 LmkOHset(ff) 0 0 Approach LOS C Q C Crosswalk Width(ft) 16 16 16 Queue Lenq 5 (ft) 102 TWa way Leff Thin Lane QueueLen 9 ($) 154 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Internal Link Dish) 589 Taming Speed(mph) 15 1 9 15� 9 15 9 9 15 Turn Bay LengdI t) Number ofDetectors 1 2 1 2 1 1 2 1 1 Base Capacity( h) 2271 Detector Template Left Thin Leff Th Leff Leff Thtu left Leff Starvation Cap fWductn 0 Leading Detector(11) 20 100 20 100 20 20 100 20 20 Spillback Cap Reductn 0 Trailing Detector(ft) 0 0 0 0 0 0 0 Storage Cap Reductn 0 Detector I Posaion(ft) 0 0 0 0 0 0 0 0 0 Reduced Vc Ratio 0.32 Detector 1 Size(ft) 20 6 20 6 MdMML_ 6 MM 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex C1+Ex CN-Ex Intersection Summary Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Posibon(ft) 94 94 94 - Detector2 Size(ft) 6 6 6 Detector 2 Type CREx CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 Ran Type D.P+P NA D.P+P NA D.P+P D.P+P NA RP-P D.P+P Protected Phases 7 3 8 5 5 2 1 1 Pemvtted Phases 8 4 6 6 2 2 10/24/2023 Syncbro 11 Report 10/24/2023 Synchro 11 Report Dailey--Horn Page 11 Kvnley--Flom Page 12 Teasley Commercial TIA 2029-Background+Site-AM Teasley Commercial TIA 2029-Background+Site-AM Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson l d J -- 7 4- ~ t f, -.,, T * 1 V S13T Lane Group = EBT EBR mL WBT mR NBU mt, NBT NBR SBU SBL Laner[bnfigurations Q"(''', Detector Phase 7 4 3 8 5 5 2 1 1 Traffic Volume(vph) 571 5 Switch Phase Future Volume(vph) 571 5 Mmmum Initial(s) 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 8.0 Ideal Flow(vphpl) 1900 1900 Mnimum Split(s) 13.5 23.5 13.5 23.5 13.5 13.5 23.5 13.5 13.5 Storage Length(f) 0 Total Split(s) 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 20.0 Storage Lanes _ 0 Total Split(/) 19.0% 28.6% 19.0% 28.6% 19.0% 19.0% 33.3% 19.0% 19.0% Taper Length(fl) Nhximum Green(s) 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 14.5 Lane Uhl.Factor �111 NEW- Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Fn 0.999 All-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Fk Protected MEMEL mpr- Lost Thr Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Satd.Flow(prot) 5080 0 Total Lost Tare(s) 5.5 5.5 5.5 5.5 5.5 5.5 5.5 Fh Pemnitted ' Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead Satd.Flow(perm) 5080 0 Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Right Turn-Rrd� Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Satd.Flow t. --) 1 Recall Mxle None None None None None None Mn None None Link Speed(mph) 45 Act Effct Green(s) 13.3 9.7 12.4 12.1 36.8 17.0 32.0 Link Distance(11 564 Actuated g/C Ratio 0.21 0.15 0.20 0.19 0.58 0.27 0.51 Travel Time(s)EEC N 8.5 We Ratio 0.03 0.12 0.13 0.66 0.02 0.52 0.77 Peak l-IourFactaV 0 0.91 0.91 Control Delay 17.6 25.3 19.1 8.5 8.9 22.1 22.8 Adj.Flow(vph) 8 627 5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Shared Lane Ta4"e ) Total D clay 17.6 25.3 19.1 8.5 8.9 22.1 22.8 Lane Group vim) 632 0 LOS B C B A A C C Enter Bbcl Ir rs'etion 1% No Approach Delay 23.7 9.4 21.9 Lane Aligun@ht I > Left Right Approach LOS C A C NEdian%J%f[)n 0 12 Queue Length 50th(fl) 3 9 12 1 1 68 54 Imkoffset(16 Q G 0 Queue Length 95th(ft) 12 38 34 77 10 153 #327 CrosswalkV*dtlo)Q 16 Internal Link Dist(fl) 349 478 1470 Ttvo way Lane Turn Bay Length(1) 350 350 Ikadway Facto L 1.00 1.00 Base Capacity(vph) 455 737 500 887 687 2436 580 Turning Speed( nh) Starvation Cap Reducta 0 0 0 0 0 0 0 Number ofDetetrs 2 Spillback Cap Reductn 0 0 0 0 0 0 0 Detector TempL* Thm Storage Cup Reductn 0 0 0 0 0 0 0 Leading DetectPr ft) 100 Reduced We Ratio 0.02 0.05 0.08 0.48 0.01 0.29 0.77 Trailing Detector(fl) 0 Detector I Position(ft) 0 Intersection Summary Detector I Size(ft) 6 Area Type: Other Detector I Type CI+Ex Cycle Length:105 Detector 1 Channel Actuated Cycle Length:63.2 Detector I Extend(s) 0.0 Natural Cycle:80 Detector I Queue(s) 0.0 Control Type:Actuated-Uncoordinated Detector 1 Delay(s) 0.0 Maximum We Ratio:0.77 Detector Position(ft) 94 Intersection Signal Delay.16.4 Intersection LIDS:B Detector2Size(ft) 6 Intersection Capacity Utilization72.5% ICU Level ofServiceC Detector 2 Type CI+hx Analysis Period(min)15 Detector 2 Channel # 95th percentile volume exceeds capacity,queue maybe longer. Detector 2 Extend(s) 0.0 Queue shown is maximum after two cycles. Tura Type NA Protected Phases 6 Permifted Phases 10/24/2023 Syncbro I I Report 10/24/2023 Synchro I I Report Kimley--Hom Page 13 Kariley--Horn Page 14 Teasley Commercial TIA 2029-Background+Site-AM Teasley Commercial TIA 2029-Background+Site-AM Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson Splits and Phases: 6:Teasley&Robinson 1 �/ 1401 I I G' a �s Lane Group = Sur SBR I 4— lktectorPhase 6 �'f 05 + G5 �T - Switch Phase s Mnannanknitial(s) 15.0 — mninum Split(s) 23.5 Total Split(s) 35.0 Total Split('/o) 33.3 Nhxh=Green(s) 29.5 Yellow Time(a) 3.0 All-Red Time(s) 2.5 Lost Tune Adjust(s) 0.0 Total Lost Tame(a) 5.5 Lead/Lag Lag Lead-Lag Optirrize? Yes — Vehicle Extension(a) 3.0 Recall Node Mn Act Etrct Green(s) 35.6 Actuated g/C Ratio 0.56 E M We Ratio 0.22 N o Control Delay 10.1 Queue Delay 0.0 00 V Total Delay 10.1 — G LOS B ++ Approach Delay 15.3 — d y > Approach LOS B c to O` Queue Length 50dn(fl) 23 O Q CL G Queue Length 95th(fl) 121 w C Q Internal Link Dist(fl) 4M d Tun Bay Length(1t) U M Base Capacity(Wh) 2879 _O Starvation Cap Reductn 0 d Spillback Cap Reductn 0 Q Storage Cap Reductn 0 Reduced u/c Ratio 0.22 10/24/2023 Syncbro 11 Report 10/24/2023 Synchro 11 Report Ktmley--Horn Page 15 Knrley--Horn Page 16 Teasley Commercial TIA 2029-Background+Site-AM Teasley Commercial TIA 2029-Background+Site-AM Lanes,Volumes,Timings z Teasley&wheeler Ridge Lanes,Volumes,Timings z Teasley&wheeler Ridge :n --* -- -,V r - t f, -4\ T "'. 1-4 ti l r EBL EBT' mu NBL NBT NBR A Iao� I.Configurations 'Gt f► ttl;- lane Configurations I '{'"{''fit Traffic Volume(vph) 16 500 12 3 Traffic Volume(vph) 59 551 16 Future Volume(Wh) 16 500 12 3 Future Volume(Wh) 59 551 16 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 1900 Storage Length(ff) 0 0 0 0 275 0 Storage Length(ff) 275 0 Storage Lanes 1 0 1 0 1 Storage Lanes 1 0 Taper Length(ft) 25 25 25 Taper Length(ff) 25 Lane Uhl.Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.91 0.91 0.91 Lane Uhl.Factor 1.00 0.91 0.91 Frt 0.854 0.852 0.996 Frt 0.996 Fk Protected 0.950 r 0.950 - 0.950 Fk Protected 0.950 Satd.Flow(prot) 0 0 Satd.How(prot) 1770 5065 0 Flt Pemvhed �0.679 , 0.713 0.411 Flt Permitted 0.436 Satd.Flow(perm) 0 0 Satd.Flow(perm) 812 5065 0 Right Turn or,RM Yes Right Turn on Red Satd.Flow i --) 65 120 3 Satd.Flow(RTOR) 4 Link Speed(mph) 30 OW 30 45 Link Speed(mph) 45 Link Distance(11 213 322 4573 link Distance(ff) 1550 Travel Tvne(s)Et0 N 4.8 7.3 69.3 Travel Tvne(s) 23.5 - Peak FlourFacwV 0 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Peak Flour Factor 0.93 0.93 0.93 Adj.Flow(vph)�- SO'-O 17 538 13 3 Adj.Flow(vph) 63 592 17 Shared Lane Traaic!j�,_!o) Shared Lane Traffic(%) _ Lane.Group 8o vPh) 34 551 0 0 Lane Group Flow(vph) 66 609 0 Enter Blocks' In rsetion No Nb No No No No No No No No No No Enter Blocked Intersection No N'v Nb Lane Aligmnwt- > RNA Left Left Right Left Left Right RNA Left Left Right RNA Lane Alignment Left Left Right NEdian W, d�i ff)n 0 12 12 12 NEdian Widths ff) 12 Linkoffset(16 a Q 0 0 o J Lmkoffsegfl) 0 Cross"A Viwdo)Q 16 16 16 Crosswalk Wrdth(ft) 16 TxNu way Lane TeowayLeff Turn Lane FkadwayFacto ra 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fleadw yFactor 1.00 1.00 1.00 Ttunnrg Speed( h) 15 9 ANOM..15 Turrmg Speed(mph) 15 1 9 Number ofDetetrs 1 1 2 1 2 1 1 2 1 Number of Detectors 1 2 Detector Templab Left Thm _ Ieff Detector Template Left Thru_ LeadlogatectPr ft) 20 20 100 20 100 20 20 100 20 Leading Detector(11) 20 100 Trailing Detector(ff) �0 0 0 0 0 Trailing Detector(ff) 0 Detector I Postuon(ff) 0 0 0 0 0 0 0 0 0 Detector I Postuon(ft) 0 0 Detector 1 Size(ft) 6 20 Detector 1 Size(ft) 20 6'� Detector 1 Type CI+Ex CI+Ex CI+Ex CN-Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Type CI+Ex CI+Ex Detector 1 Charnel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0� 0.0 Detector 1 Queue(s) 0.0 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 0.0 Detector 2 Position(ft) 94 94 ' Detector 2 Position(ft) 94 Ietector2 Size(ft) 6 6 6 Ietector2 Size(ft) 6 Detector 2 Type CI+Ex C+Ex Detector 2 Type Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 Detector 2 Extend(s) Tum Type custom D.P+P NA D.P+P NA D.P+P D.P+P NA D.P+P Tum Type D.P+P NA Protected Phases 3 8 5 5 2 1 Protected Phases 1 Pertained Phases 7 8 4 6 6 2 Pertained Phases 2 10/24/2023 Synchm 11 Report 1024/2023 Synchro 11 Report Dailey--Hon Page 17 Kmiley--Hon Page 18 Teasley Commercial TIA 2029-Background+Site-AM Teasley Commercial TIA 2029-Background+Site-AM Lanes,Volumes,Timings z Teasley&Wheeler Ridge Lanes,Volumes,Timings z Teasley&Wheeler Ridge ` F T �► u SphLsandPhases: 7:Teasley&Wheeler Ridge EBL EBT EBR ABL my WBR mu NBL NBT NBR SBU "Di 102 -i 30 s Detector Phase 7 7 4 3 8 5 5 2 1 Switch Phase I'1©5 + 05 T Mnunnun Initial(s) 8.0 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 Mnimum Split(s) 13.5 13.5 13.5 13.5 13.5 13.5 13.5 20.5 13.5 Total Split(s) 20.0 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 Total Split(%) 19.0% 19.0% 28.6% 19.0% 28.6% 19.0% 19.0% 33.3% 19.0% Maxinnmn Green(s) 14.5 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Lost Thoe Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Thine(s) 5.5 5.5 5.5 5.5 5.5 5.5 Lead/Lag Lead Lead Lag lead Lag Lead Lead Lag Lead Lead-LagOptinize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle ExtPucinn!l 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mwc None None None None None None None Mn None Walk Tune(s) 5.0 5.0 5.0 Flash Ibnt Walk s) 26.0 26.0 19.0 Pedestrian Calls /CJ 0 0 0 Act Effct Green o 12.8 13.4 14.7 8.9 25.7 22.4 Actuated g/C RABo� 0.25 0.26 0.29 0.17 0.50 0.44 v/c Ratio v 0.11 0.14 0.06 0.33 0.06 0.25 Controll)ebg 14.3 8.0 13.8 9.0 9.5 15.9 Queue De la y 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay N - > 14.3 8.0 13.8 9.0 9.5 15.9 LOS fy/l 0 B A n A A B Approach Ay5 Q 10.5 9.8 15.6 Approach LOS C Q B B Queue Len 5 (8) 11 1 6 1 6 62 Queue Lengtrt9 i(ft) 30 31 19 93 Internal Link Dish) 133 242 4493 Turn Bay Lengdr) 275 Base Capacity( h) 634 857 639 881 721 3338 Starvation Cap fWductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.07 0.08 0.04 0.14 0.05 0.17 Intersection S Area Type: Other Cycle length:105 Actuated Cycle Length:51.1 Natural Cycle:65 q Control Type:Actuated-Uncoordinated Nhxninn v/c Ratio:0.33 - Intersection Signal Delay.13.7 Intersection LOS:B Intersection Capacity Utilization 41.9% ICU Level of Service A Analysis Period(nin)15 10/24/2023 Synchro 11 Report 10/24/2023 Synchm 11 Report Kanley--Horn Page 19 Kvnley--Horn Page 20 Teasley Commercial TIA 2029-Background+Site-AM Lanes,Volumes,Timings Z Teasley&Wheeler Ridge ti l r Detector Phase 1 6 Switch Phase Mnuanunlnitial(s) 8.0 15.0 MnimumSpht(s) 13.5 20.5 Total Split(s) 20.0 35.0 - Total Split(%) 19.0% 33.3% Niodi nun Green(s) 14.5 29.5 Yellow True(s) 3.0 3.0 All-Red Tare(s) 2.5 2.5 - Lost Trtne Adjust(s) 0.0 0.0 Total Lost Tire(s) 5.5 5.5 Lead/Lag Lead lag Lead-Lag Optimize? Yes Yes - Vehicle Ext-ion!l 3.0 3.0 Recall Mw, None Mn - Walk Tune(s) 5.0 Flash Ibnt Walk) 19.0 Pedestrian Calls /� 0 Act Etlet Green o 24.8 24.7 Actuated g/C Rk6.� 0.49 0.48 Wc Ratio v 0.12 0.25 Control Dela� 9.7 13.9 Queue Dela r 0.0 0.0 Total Delay N N j 9.7 13.9 LOS c to O` A B J Approach Ik y< Q 13.5 Approach LOS C Q B Queue Len 5 (8) 13 46 Queue Len g i 9 i(8) 32 102 _ Internal Link Dish) 1470 Turn Bay Lengdr) 275 Base Capacity( h) 731 3338 Starvation Cap fWductn 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 Reduced We Ratio 0.09 0.18 Intersection Summary, 10/24/2023 Synchro 11 Report Ktmley--Horn Page 21 Teasley Commercial TIA 2029-Background+Site-AM Teasley Commercial TIA 2029-Background+Site-AM HCM 6th TWSC 4:Teasley&Central Drive HCM 6th TWSC 8:Ryan&South Drive Intersection lll� M Intersection IV bit Delay,s/veh 0.2 hit alay,s/veh 1.7 Ivirvement EBL EBR NBL NUT SBT SBR Ivbvement EBL EBT WBT WBR SBL SBR Lane Configurations tr ttt ttT. Lane Configurations Q '+ Y Traffic Vol,veh/h 0 27 0 808 655 33 Traffic Vol,veh/h Future Vol,veh/h 0 27 0 808 655 33 Future Vol,veh/h Cori ictutg Peds,#/hr 0 0 0 0 0 0 Cori ictutg Peds,#/hr 0 0 0 0 0 0 - Sign Control Stop Stop Free Free Free Free Sign Control Free Free Free Free Stop Stop RTChannelized - None - None - None RTChannelized - None - None - Storage Length - 0 - - - - Storage Length - 0 Veh in NEdian Storage,# 0 - 0 0 Veh in Ngdian Storage,# - - Grade,% 0 - - 0 0 - Grade,% - 0 0 0 Peak Hour Factor 92 92 92 92 92 92 Peak Hour Factor 86 86 86 86 16 Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flov ) 29 0 878 712 36 Mvmt Flow 34 460 294 62 Nbior/Mnor Mnor2 WAiorl Nhior2 Nhjor/Mnor Conflicting Flow N - 374 - 0 - 0 Conflicting Flow All 356 0 - 0 853 325 Stage 1 N C) Stage 1 - - 325 - Stage 2~ �5 Stage 2 - 528 - Critical FI V o 7.14 CriticalHdwy 4.12 6.42 6.22 1 CriticalHd tj1 - - - - - - Critical FINy Stg I - - - - 5.42 - Cnncal 1JdvVLC8 '2 N - - - - - - Critical Hdwy Stg 2 - - - - 5.42 - Follow up N > - 3.92 - - - - Follow up Fldwy 2.218 - - - 3.518 3.318 Pot Cap-1 re 0 532 0 Pot Cap-1 Nhneuver 1203 330 716 StageO Qr Q 0 - 0 Stage 1 - 732 - Stage.g. C Q 0 - 0 Stage 2 - 592 - Platoon bloj5d b Platoon blocked, Ivbv Cap-1 Man&er - 532 - Ivbv Cap-1 Maneuver 1203 317 716 Nbv Cap-2 Nbraver Nbv Cap-2 Nlineuver - 317 - Stage 1 Stage 1 704 Stage 2 Q Stage 2 592 Approach EB NB SB Approach EB WB SB HCM Control Delay,s 12.2 0 0 HCMControl Delay,s 0.6 0 16.3 HCMLOS B HCMLOS C MnOr Lane/Nhjor Nfyrrtt NBTEBLnl SBT SBR MnOr Lane/Nhjor Nfyrrt EBL EBT WBT WBRSBLnI Capacity(veh/h) 532 Capacity(veh/h) 1203 395 HCMLane V/C Ratio 0.055 HCMLane V/C Ratio 0.028 0.191 HCMControl Delay(s) 12.2 HCMControlDelay(s) 8.1 0 16.3 F"Lane LOS - B - - F"Lane LOS A A - - C FICM95th%tile Q(veh) 0.2 FICM95th%tile Q(veh) 0.1 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Kmiley--Hour Page 1 Knriley--Hour Page 2 Teasley Commercial TIA 2029-Background+Site-PM Teasley Commercial TIA 2029-Background+Site-PM Lanes,Volumes,Timings 1:Teasley&wmdRiver&IruianNliller Lanes,Volumes,Timings 1:Teasley&Ward River&LillianMiller :n -.4 -- --V 4,-- ~ k -, t r 11, 4 -' E13L EBT EBR V BM S� Lane Group I.Configurations '�''Ft '�''(;t '�"�' Danetonfigurations +T, Traffic Volume(vph) 1 71 Traffic Volume(vph) 605 224 - Future Volume(Wh) 1 71 Future Volume(Wh) 605 224 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 Storage Length(ft) 100 0 50 0 275 0 135 Storage Length(ft) 0 Storage Lanes 1 0 1 0 1 1 1 Storage Lanes 0 - Taper Length(ft) 25 25 25 25 Taper Length(ft) Lane Utit Factor 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 �5 1.00 Lane Utit Factor - Frt 0.892 0.945 0.850 Frt 0.959 Fk Protected 0.950 0.950 0.950 0.950 Fk Protected - Saul.Flow(prot) 1583 0 1770 Satd.How(prot) 3394 0 Fk Pemvtted �0.390 = 0.278 J� 0.158 0.255 Flt Permitted - Saul.Flow(perm) 475 Saul.Flow(perm) 3394 0 Right Turn-RPd Right Turn on Red Sort Flow,---) 436 110 182 Sort Flow(RTOR) 58 Link Speed(mph) 40 30 Link Speed(mph) 35 Link Distance(11 869 668 1252 Link Distance(11) 458 Travel Tane(s) N 14.8 15.2 19.0 Travel Tvne(s) 8.9 - Peak Hour FactoD Co 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Peak Hour Factor 0.91 0.91 _ Adj.Flow(vph)�- SO'-O 1 78 Adj.Flow(vph) 665 246 Shared Lane T4k� /) Shared Lane Traffic(%) Lane Ciroup8o vRh) Lane Group Flow(vph) 911 0 Enter Blockc�I 1setim Alo Na No No No No No No No No No No Enter Mocked Intersection Alo No Lane Alignment- > RNA Left Left Right Leff Left Right Leff Left Right RNA Ie$ Lane Alignment Left Right - NEdianWic ftp 0 12 12 12 NEdian Width(ft) 12 I-hkOffseq a Q 0 0 0 Lmkoffsegfl) 0 Crosswalk 4 l¢ft)Q 16 16 16 CrosswalkWrdth(ft) 16 Two way Lane Two way Leff Turn Lane FkadwayFacto ra 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FleadwayFactor 1.00 1.00 Turing Speed( h) 15 9 15 15 Turing Speed(mph) Number ofDetetrs 1 1 2 1 2 1 2 1 1 1 Number of Detectors 2 DetectorTernplab Leff Thm leg Thou Right Ie$ Left Detector Template LeadlogatectPr ft) 20 20 100 20 100 20 100 20 20 20 Leading Detector(11) 100 Trailing Detector($) �0 0 jEL 0 0 0 0 Trailing Detector(ft) 0 Detector I Postuun(ft) 0 0 0 0 0 0 0 0 0 0 Detector I Postuon(ft) 0 Detector 1 Size(ft) 20 20 20 Detector 1 Size(ft) 6 Detector 1 Type CI+Ex CI+Ex CI+Ex GfEx CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Type CI+Ex Detector 1 Charnel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 Detector 2Position(ft) 94 94 Detector 2Position(ft) 94 Ietector2 Size(ft) 6 6 6 Ietector2 Size(ft) 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Type CI+Ex Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) 0.0 Detector 2 Extend(s) 0.0 Tura Type custom D.P+P NA D.P+P NA D.P+P NA Perm custom D.P+P Tum Type NA Protected Phases 7 4 5 -1111W- 1 Protected Phases 6 Permitted Phases 3 4 8 6 2 1 2 Permitted Phases 10/24/2023 Synchro 11 Report 1024/2023 Synchro 11 Report Earley--Horn Page 1 Knoley--Hon Page 2 Teasley Commercial TIA 2029-Background+Site-PM Teasley Commercial TIA 2029-Background+Site-PM Lanes,Volumes,Timings 1:Teasley&WmdRiver&Irma,lvfller Lanes,Volumes,Timings 1:Teasley&WmdRiver&IruianNl&r n -0 t 1 t P " �► 1 r EBT EBR ABL my WBR NBL NBT NBR SBU sBL Lane Gaup = SBT SBR Detector Phase 31 3 8 7 4 5 2 2 1 1 Detector Phase 6 Switch Phase Switch Phase MnaYmrn Initial(s) 4.0 5.0 4.0 5.0 4.0 15.0 15.0 4.0 4.0 MnaYmrn Initial(s) 15.0 Mnimum Split(s) 10.0 10.0 11.0 10.0 11.0 10.0 21.0 21.0 10.0 10.0 Mnimum Split(s) 21.0 Total Split(s) 20.0 20.0 20.0 20.0 20.0 20.0 30.0 30.0 20.0 20.0 Total Split(s) 30.0 Total Split(%) 22.2% 22.2% 22.2% 22.2% 22.2% 22.2% 33.3% 33.3% 22.2% 22.2% Total SplitClo) 33.3% Mrpnn rn Green(s) 14.0 14.0 14.0 14.0 14.0 14.0 24.0 24.0 14.0 14.0 Maxh=Green(s) 24.0 Yellow Time(a) 3.5 3.5 4.0 3.5 4.0 3.5 4.5 4.5 3.5 3.5 Yellow Time(a) 4.5 All-Red Time(s) 2.5 2.5 2.0 2.5 2.0 2.5 1.5 1.5 2.5 2.5 All-Red Tmie(s) 1.5 - Lost Trtne Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lost Tmre Adjust(s) 0.0 Total Lost Tmie(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Total Lost Tmie(a) 6.0 - Lead/Lag Lead Lead Lag Lead Lag Lead Lag Lag Lead Lead Lead/Lag Lag Lead-Lag Optirrrize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Lead-Lag Optrtrize? Yes - Vehicle ExtP..i- 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Vehicle Extension(a) 3.0 Recall Ivbo, None None Mn None Mn None Mn Mn None None Recall Nbde Mn - Walk Time(s) 6.0 6.0 6.0 6.0 Walk Time(s) 6.0 Flash Ibnt Walk)/CJ 25.0 25.0 21.0 21.0 Flash Ibnt Walk(s) 21.0 - Pedestrian Calls 0 0 0 0 Pedestrian Calls(#/hr) 0 Act Etict teen o 24.4 14.4 24.4 11.7 37.9 32.9 32.9 39.3 Act Etict Green(s) 23.9 - Actuated g/C RAro� 0.28 0.17 0.28 0.14 0.44 0.38 0.38 0.45 Actuated g/C Ratio 0.28 v/c Ratio v 0.68 0.87 0.46 0.67 1.20 0.57 0.18 0.24 v/c Ratio 0.93 - ControlDelag 31.8 27.4 25.0 31.2 139.6 25.2 1.9 14.1 Control Delay 46.1 Queue Dela�5 y N 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Delay 0.0 - Total Delay N •y > 31.8 27.4 25.0 31.2 139.6 25.2 1.9 14.1 Total Delay 46.1 LOS to C C C C F C A B LOS D Approach Ik ya CL 28.5 29.6 60.9 Approach Delay 43.6 Approach Iffi C Q C C E Approach LOS D Queue Len 5 (fl) 99 95 50 71 -260 184 0 22 Queue Length 50th(fl) 246 Queue Lengt t 9 i(fl) 161 #209 91 117 #459 263 16 47 Queue Length 95th(fl) #384 Internal Link Dish) 789 588 1172 Internal Lark Dist(fl) 378 Turn Bay Lengtj 100 50 275 135 Turn Bay Length(tt) Base Capacity( h) 386 908 372 635 368 1349 716 449 Base Capacity(vph) 986 Starvation Cap fWductn 0 0 0 0 0 0 0 0 Starvation Cap Reductn 0 Spillback Cap ReduLtn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 Reduced v/c Ratio 0.63 0.85 0.36 0.58 1.20 0.57 0.18 0.18 Reduced We Ratio 0.92 Intersection S Intersection Suninary Area Type: Other Cole Length:90 Actuated Cycle Length:86.4 Natural Cycle:90 Control Type:Actuated-Uncoordinated Ivh.xn=v/c Ratio:1.20 Intersection Signal Delay 43.8 Intersection LOS:D Intersection Capacity Utilization 94.7% ICU Level of Service F Analysis Period(mrcr)15 Vohtne exceeds capacity,queue is theoretically infinite. Queue shown is naxarnnn after two cycles. 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Kmiley--Hum Page 3 Kniley--Horn Page 4 Teasley Commercial TIA 2029-Background+Site-PM Teasley Commercial TIA 2029-Background+Site-PM Lanes,Volumes,Timings 1:Teasley&Wind River&Lillianlvfller Lanes,Volumes,Timings 3:Teasley&Hunters Creek Rd/heightsBlvd # 951h percentile vohune exceeds capacity,queue maybe longer. , ` ~ I 1 �/ Queue shown is maximum after two cycles. MAMBL SBT 5134 Splits and Phases: 1:Teasley&4W�rd River&Lillian N311er Lane Configurations 41 � Q Q F. '�Q , 1401 I©2 ,03 !04 Traffic Volume(vph) 51 1 66 994 87 30 s 20 s Future Vokune(Wh) 51 66 994 87 Ideal Flow(vphpl) 1900 4N 05 - - 8 Storage Length(ft) 0 0 0 0 275 0 275 0 30 s 20 s Storage Lanes 0 0 0 0 1 rM, 1 0 Taper Length(ft) 25 25 25 25 Lane Util.Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 �1 1.00 0.91 0.91 Frt 0.935 0.954 0.993 0.988 Fk Protected 0.975 0.968 0.950 0.950 a Satd.How(prot) 0 Fh Pemritted 0.816 0.767 0.182 ; 0.196 Satd.Flow(pemn) Right Turn on Red - Satd.Flow(MR) 103 103 10 18 Link Speed(mph) 30 �30 45 9§r 45 Link Distance(ft) 524 254 390 359 E M Travel Tnne(s) qw 11.9 9W.8 9W 5.9 5.4 N o Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 N 00 Adj.Flow(tph) 55 72 1080 95 V Shared lane Traffic(%) 0 _ Lane Group Flow(vph) 0 72 1175 0 Enter Blocked Intersection No No No No No No No No No No No No G1•y > Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right c fA 00 NEdian Width(ft) 0 0 12 12 O Q G LmkOffsegfl) 0 0 0 > Q Crosswalk Wndth(ft) 16 16 16 16 U Too way Left Turn Lane - G FleadwayFactor 1.00 1.00 1.00 I.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 O Turning Speed(mph) 15 1 9 15� 15 9 > Number of Detectors 1 2 1 2 1 2 1 2 Q Detector Template Left Thm 1 Left THEW Left Thm Leadungletector(ft) 20 100 20 100 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 0 Detector I PosMn(ft) 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex C1+Ex C1+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector IDelay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2Position(ff) 94 94 94 94 Detector2 Size(ft) 6 6 6 6 Detector 2 Type C1+Fx CI+Ex CI+FX Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 Tura Type D.Pm NA D.Pm NA D.P+P NA D.P+P NA Protected Phases 8 2 MIEr' 6 Pernitted Phases 8 4 6 2 10/24/2023 Synchro 11 Report 10/24/2023 Synchm 11 Report Kmiley--Hom Page 5 Kmrley--Flom Page 6 Teasley Commercial TIA 2029-Background+Site-PM Teasley Commercial TIA 2029-Background+Site-PM Lanes,Volumes,Timings 3:Teasley&Hunters CreekRd/Heights Blvd Lanes,Volumes,Timings 3:Teasley&Hunters CreekRd/Heights Blvd Splits and Phases: 3:Teasley&Hunters CreekRd/Heights Blvd EBT EBR mL WBT WBR mL \001 10? -04;04 Detector Phase 8 4 4 8 5 2 1 6 s, I 40- Switch Phase \i5 + C. 08 MoIlYnTn Initial(s) 8.0 8.0 8.0 8.0 8.0 15.0 8.0 15.0 Mnirnum Split(s) 13.5 13.5 13.5 13.5 13.5 20.5 13.5 20.5 Total Split(s) 30.0 30.0 30.0 30.0 20.0 35.0 20.0 35.0 _ Total Split(%) 35.3% 35.3% 35.3% 35.3% 23.5% 41.2% 23.5% 41.2% Mrxinnun Green(s) 24.5 24.5 24.5 24.5 14.5 29.5 14.5 29.5 _ Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Tare(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 _ Lost Trtne Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Tax(s) 5.5 5.5 5.5 5.5 5.5 5.5 _ Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes _ Vehicle ExtPncion 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall lvbu, None None None None None Mn None Mn _ Walk Tune(s) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Ibnt Walk) 26.0 26.0 26.0 26.0 19.0 19.0 _ Pedestrian Calls /� 0 0 0 0 0 0 Act Effct Green o 10.4 10.4 29.0 25.9 30.2 22.8 Actuated g/C R17o� 0.19 0.19 0.53 0.47 0.55 0.41 v/c Ratio v 0.53 0.11 0.25 0.49 0.17 0.56 Cont.IDelag 17.5 0.7 6.7 12.4 6.0 14.4 Queue Dk y 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay a) y > 17.5 0.7 6.7 12.4 6.0 14.4 LOS to O` B A A B A B Approach Ik ya CL 17.5 0.7 12.0 13.9 Approach Iffi C C B A B B Queue Len 5 (fr) 25 0 10 104 7 106 Queue Lengtr9 i(8) 86 0 31 167 24 172 Internal Link Dish) 444 174 310 279 Turn Bay Lengdr) 275 275 Base Capacity(�h) 711 684 595 2850 603 2798 Starvation Cap ducn 0 0 0 0 0 , 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reducn 0 0 0 0 0 0 Reduced v/c Ratio 0.26 0.06 0.16 0.41 0.12 0.42 Intersection S Area Type: Other Cycle Length:85 Actuated Cycle Length:55 Natural Cycle:50 qW Control Type:Actuated-Uncoordinated Ivhxn=v/c Ratio:0.56 Intersection Signal Delay 13.1 Intersection IDS:B Intersection Capacity Utilization 52.6% ICU Level of Service A Analysis Period(umn)15 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Ktnley--Horn Page 7 Knrley--Horn Page 8 Teasley Commercial TIA 2029-Background+Site-PM Teasley Commercial TIA 2029-Background+Site-PM Lanes,Volumes,Timings 5:Teasley&Ryan/wheeler(EtmSch.) Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtmSch.) EBT WBR NBU ML NBT NBR Lane Group Lane Configurations Q' 'Ft ) ++I DaneVonfigurations W, Traffic Volume(vph) 909 25 1 6 'Traffic Volume(vph) 913 203 Future Volume(Wh) 909 25 1 6 Future Volume(Wh) 913 203 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 Storage Length(ft) 240 100 0 0 350 0 500 Storage Length(ft) 0 Storage Lanes 1 1 1 0 1 = 0 1 Storage Lanes 0 Taper Length(fl) 25 25 25 25 Taper Length(ft) Lane Uhl.Factor 1.00 1f� 1.00 LM 1.00 0.91 1.00 i01 0.91 1.00 Lane Uhl.Factor Frt 0.850 0.914 0.996 Err 0.973 Fk Protected 0.95Q- 0.950 JIMEL 0.950 0.950 Fk Protected i Satd.Flow(prot) 0 0 1770 Satd.How(prot) 4948 0 Fk Pemvtted 0.7 .148 0.251 Fk Permitted Satd.Flow(perm) 0 0 468 Satd.Flow(perm) 4948 0 Right Turn-RM Yes Right Turn on Red Saud.Flow i.. .y 304 8 4 Saud.Flow(RTOR) 46 Link Speed(mph) 9W5 45 Link Speed(mph) 45 Link Distance(11 786 516 634 Link Distance(ft) 669 Travel Time(s)t0 N 15.3 10.1 9.6 Travel Time(s) 10.1 Peak HourFactoD o 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Peak Hour Factor 0.96 0.96 Adj.Flow(,ph)�- S- 947 26 1 6 Adj.Flow(vph) 951 211 Shared Lane Traaic_�) Shared Lane Traffic(%) Lane Group� vim) 471 973 0 0 7 lane Group Flow(vph) 1162 0 Enter Bbcic Ir rsetion No No No No No No No No No No No No Enter Blocked Intersection No No LaneAligutRht•y > Lei Deft Right left Left Right RNA Left left Right RNA Left Lane Alignment Left Right NEdian W, dt ft)n 0 12 12 12 Nbdian Width(i) 12 _ ImkOffset(16 Q Q 0 0 LmkOfsegfl) 0 Cross"A Viwtlo)Q 16 16 16 Crosswalk Wrdth(ft) 16 Two way Lane Twm way De$Turn Lane FkadwayFacto rL 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FkadwayFactor 1.00 1.00 Tunmg Speed&h) 15 IMEMEW-79 15� 9 15 15 Tunmg Speed(mph) Number ofDetetrs 1 2 1 1 2 1 1 2 1 1 Number of Detectors 2 DetectorTemlA* lei Thin Right Let[ Leff Left Thru left Detector Template LeadlogatectPr$) 20 100 20 20 100 20 20 100 20 20 Leading Detector($) 100 Trailing Detector(ft) 111hM1.L 0 �0 0 0 0 0 Jw 0 Trailing Detector(ft) 0 Detector I Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector I Position(ft) 0 Detector 1 Size(i) 20 20 6 i 20 Detector 1 Size(ft) 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CFFEx Detector 1 Type CI+Ex Detector 1 Charnel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 Detector 1 Queue(s) 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 Detector 2 Position($) 94 Detector 2 Position($) 94 Detector-2 Size(ft) 6 6 6 Detector-2 Size(ft) 6 Detector 2 Type Fx Detector 2 Type CI+Ex Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) P0.0 � 0.0 Detector 2 Extend(s) 0.0 Tura Type D.P+P NA Perm D.P+P NA D.P+P D.P+P NA D.P+P D.P+P Tum Type NA Protected Phases 7 4 - 8 5 5 1 Protected Phases 6 Pernitted Phases 8 4 4 6 6 2 2 Pernitted Phases 10/24/2023 Synchro 11 Report 1024/2023 Synchro 11 Report Kmiley--Hom Page 9 Kniley--Lbin Page 10 Teasley Commercial TIA 2029-Background+Site-PM Teasley Commercial TIA 2029-Background+Site-PM Lanes,Volumes,Timings 5:Teasley m m&Ryan/wneeler(EtSch.) Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtSch.) 7 ~ 4- i1 -N I* /r LI 1* 1 �/ EBT EBR WBL WBT WBR NBU ML Mr NBR SBU SBL Lane Gaup = SBT SBR Detector Phase 7 4 4 3 8 5 5 2 1 1 Detector Phase 6 Switch Phase Switch Phase Mninarrn Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 15.0 5.0 5.0 Mninarrn Initial(s) 15.0 Mnirnum Split(s) 12.0 11.0 11.0 12.0 12.0 12.0 12.0 21.0 12.0 12.0 Mnirnum Split(s) 21.0 Total Split(s) 20.0 30.0 30.0 20.0 30.0 20.0 20.0 40.0 20.0 20.0 Total Split(s) 40.0 Total Split(%) 18.2% 27.3% 27.3% 18.21/. 27.3% 18.2% 18.2% 36.4% 18.2% 18.2% Total SplitClo) 36.4% Maxinnmn Green(s) 13.0 24.0 24.0 13.0 23.0 13.0 13.0 34.0 13.0 13.0 Maxh=Green(s) 34.0 Yellow Time(s) 3.5 4.0 4.0 3.5 3.5 3.5 3.5 4.5 3.5 3.5 Yellow Time(s) 4.5 AIi-Red Time(s) 3.5 2.0 2.0 3.5 3.5 3.5 3.5 1.5 3.5 3.5 All-Red Tare(s) 1.5 Lost Tane Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lost Tane Adjust(s) 0.0 Total Lost Tare(a) 7.0 6.0 6.0 7.0 7.0 7.0 6.0 7.0 Total Lost Time(a) 6.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead Lead Lead/Lag Lag Lead-Lag Optanize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Lead-Lag Optanze? Yes Vehicle ExtP..i- 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Vehicle Extension(s) 3.0 Recall Ivbo, None None None None None None None Mn None None Recall Nbde Mn Walk Time(s) 5.0 5.0 5.0 5.0 Walk Time(s) 5.0 Flash Dont Walk)/CJ 27.0 27.0 27.0 24.0 Flash Dont Walk(s) 24.0 Pedestrian Calls 0 0 0 0 Pedestrian Calls(#/hr) 0 Act EtNA teen o 15.5 12.8 12.8 14.2 6.3 37.4 43.6 43.5 Act EtNA Green(s) 25.1 Actuated g/C RABo� 0.21 0.17 0.17 0.19 0.08 0.49 0.58 0.58 Actuated g/C Ratio 0.33 v/c Ratio v 0.64 0.01 0.58 0.09 0.09 1.18 0.33 0.02 v/c Ratio 0.70 - Control Dela� 36.0 33.5 9.8 24.8 28.5 127.0 10.5 8.7 Control Delay 23.8 Queue 13 l r 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Delay 0.0 Total Delay N N j 36.0 33.5 9.8 24.8 28.5 127.0 10.5 8.7 Total Delay 23.8 LOS c to O` D C A C C F B A LOS C 1 Approach Ik ya Q 21.2 26.1 48.5 Approach Delay 23.7 Approach LOS C Q C C D Approach LOS C Queue Len 5 (fl) 97 1 0 10 3 -200 61 1 Queue Length 50th(fl) 147 Queue Lengt tt 9 i(fl) 181 7 74 30 22 #521 185 8 Queue Length 95th(11) 254 Internal Link Dish) 706 436 554 Internal Link Dist(fl) 589 'Ilan Bay Lengtj 240 100 350 500 'Ilan Bay Length(ti) Base Capacity( h) 400 2920 506 Base Capacity(vph) 2312 Starvation Cap fWductn 0 0 0 ^ 0 0 0 Starvation Cap Reductn 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 Reduced v/c Ratio 0.61 0.00 0.42 0.07 0.03 1.18 0.33 0.01 Reduced Vc Ratio 0.50 Intersection S Intersection Suninary Area Type: Other Cycle Length:110 Actuated Cycle Length:75.6 Natural Cycle:80 q - Control Type:Actuated-Uncoordinated Mr.xirnun v/c Ratio:1.18 - Intersection Signal Delay 34.5 Intersection LOS:C Intersection Capacity Utilization 90.3% ICU Level of Service E Analysis Period nnin)15 Volume exceeds capacity,queue is theoretically infinite. Queue shown is tnaxurnvn after two cycles. 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Kanley--Horn Page 11 Kvnley--Horn Page 12 Teasley Commercial TIA 2029-Background+Site-PM Teasley Commercial TIA 2029-Background+Site-PM Lanes,Volumes,Timings 5:Teasley&Ryan/wheeler(EtmSch.) Lanes,Volumes,Timings 6:Teasley&Robinson # 95th percentile vohune exceeds capacity,queue maybe longer. , ' ` F t ►� 1 1 y Queue shown is maximtmr after two cycles. -' EBL EBT EBR WBL WBT WBR MU ME Splits and Phases: 5:Teasley&RyantWheeler(Ehn Sch.) Lane Configurations �01 T02 `03 -#fN34 Traffic Volume(vph) 16 852 38 21 381 40 ZO s Future Volume(vph) 16 852 38 21 381 Ideal Flow(vphpl) 05 �- �08 Storage Length(ft) 0 0 0 0 350 0 350 -AD s n 20 s Storage Lanes 1 0 1 0 1 0 1 Taper Length(ft) 25 25 25 25 Lane Uhl.Factor 1.00 M 1.00 1.00 1 1.00 0.91 0.91 0.91 1.00 Frt 0.980 0.858 0.994 Fk Protected 0.950 0.950- 0.950 0.950 Satd.How(prot) 0 0 1770 Fk Permitted 0.339 JM 0.833- 0.258 i 0.215 Satd.Flow(pemi) Right Turn on Red Yes Saud.Flow(RTOR) 2 490 6 Link Speed(mph) 30 = 45 Link Distance(fl) 429 558 1550 E M Travel Time(s) 9.8 12.7 23.5 N o Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 N 00 Adj.Flow(vph) 17 906 40 22 405 V Shared Lane Traffic(%) G _ lane Gaup Flow(vph) 946 0 0 427 C y d Enter Blocked Intersection 1116 No No No No No No 1116 No No No No 41•y > Lane Alignment Left Left Right Left Left Right RNA Left Left Right RNA Left c fA Nbdian Width(ft) 12 12 12 O Q G LmkOffsegfl) 0 AM- 0 w Q Crosswalk Width(ft) 16 16 16 U Tuo way Left Turn Lane i G FkadwayFactor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _O Turrmg Speed(mph) 15 1 9 15� 9 15 9 9 15 d Number of Detectors 1 2 1 2 1 1 2 1 1 Q Detector Template Leff Thin Left Tl Deft Leff Thm left Leff Leading Detector(11) 20 100 20 100 20 20 100 20 20 Trailing Detector(ft) 0 0 0 0 0 0 M 0 Detector I Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 JMMMMM6. 6 MM 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Fx C1+Ex Cl+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector IDelay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2Position(ff) 94 94 94 - Detector-2 Size(ft) 6 6 6 Detector 2 Type C1+Fx C1+Ec Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 Turn Type D.P+P NA D.P+P NA D.P+P D.P+P NA RP-P D.P+P Protected Phases 7 3 8 5 5 2 1 1 Pemvtted Phases 8 4 6 6 2 2 10/24/2023 Synchro 11 Report 1024/2023 Synchm 11 Report Icunley--Horn Page 13 Kniley--Flom Page 14 Teasley Commercial TIA 2029-Background+Site-PM Teasley Commercial TIA 2029-Background+Site-PM Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson - Lane Group = EBT EBR mL WBT mR NBU NBL NBT NBR SBU SBL Laner[bnfigurations W, Detector Phase 7 4 3 8 5 5 2 1 1 Traffic Volume(vph) 897 16 Switch Phase Future Volume(vph) 897 16 Mm mum Initial(s) 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 8.0 Ideal Flow(vphpl) 1900 1900 Mnimum Split(s) 13.5 23.5 13.5 23.5 13.5 13.5 23.5 13.5 13.5 Storage Length(ft) 0 Total Split(s) 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 20.0 Storage Lanes _ 0 Total Split(/) 19.0% 28.6% 19.0% 28.6% 19.0% 19.0% 33.3% 19.0% 19.0% Taper Length(fl) Nhximum Green(s) 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 14.5 Lane Uhl.Factor �1 moor-, Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Fn 0.997 All-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Fk Protected Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Satd.Flow(prot) 5070 0 Total Lost Tare(s) 5.5 5.5 5.5 5.5 5.5 5.5 5.5 Fh Pemiltted r Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead Satd.Flow(perm) 5070 0 Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Right Turn-Rrd Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Satd.Flow i. --) 2 Recall Mxle None None None None None None Mn Alone None Link Speed(mph) 45 Act Effct Green(s) 12.9 10.2 12.9 11.8 40.2 19.9 35.1 Link Distance(11 564 Actuated g/C Ratio 0.20 0.15 0.20 0.18 0.61 0.30 0.53 Travel Tune(s)EEC N 8.5 We Ratio 0.06 0.05 0.25 0.76 0.05 0.62 0.81 Peak licrur FactaV 0 0.94 0.94 Control Delay 20.6 26.1 23.1 11.9 8.4 22.6 29.3 Adj.Flow(vph) 8 954 17 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Shared Lane Ta4"e ) Total D clay 20.6 26.1 23.1 11.9 8.4 22.6 29.3 Lane Group vim) 971 0 LOS C C C B A C C Enter Bbcl Ir rs'etion No No Approach Delay 23.4 13.4 22.3 Lane Aligun@ht I > Left Right Approach LOS C B C NEdian%J%f[)n 0 12 Queue Length 50th(fl) 5 4 26 10 2 98 79 Imkoffset(16 Q G 0 Queue Length 95th(11) 19 24 65 115 19 231 #422 CrosswalkV*dtlo)Q 16 Internal Link Dist($) 349 478 1470 Ttvo way Lane Turn Bay Length(1) 350 350 Ileadway Facto�Q 1.00 1.00 Base Capacity(vph) 438 712 475 921 594 2373 528 Turning Speed( nh) Starvation Cap Reducta 0 0 0 0 0 0 0 Number ofDetetrs 2 Spillback Cap Reductn 0 0 0 0 0 0 0 Detector TempL* Thm Storage Cup Reductn 0 0 0 0 0 0 0 Leading DetectPr ft) 100 Reduced We Ratio 0.03 0.02 0.17 0.57 0.04 0.40 0.81 Trailing Detector(fl) 0 Detector I ion(ft) 0 Intersection Summary Posit Detector 1 Size(ft) 6 Area Type: Other Detector 1 Type CI+Ex Cycle Length:105 Detector 1 Channel Actuated Cycle Length:66.1 Detector I Extend(s) 0.0 Natural Cycle:90 Detector 1 Queue(s) 0.0 Control Type:Actuated-Uncoordinated Detector 1 Delay(s) 0.0 Maximum We Ratio:0.81 Detector Position(ft) 94 Intersection Signal Delay.17.6 Intersection LIDS:B Detector2Size(ft) 6 Intersection Capacity Utilization83.4% ICUIevelofServiceE Detector 2 Type CI+hx Analysis Period(min)15 Detector 2 Channel # 95th percentile volume exceeds capacity,queue maybe longer. Detector 2 Extend(s) 0.0 Queue shown is maximum after two cycles. Tura Type NA Protected Phases 6 Permitted Phases 10/24/2023 Syncbro 11 Report 10/24/2023 Synchro 11 Report Eiraley--Hom Page 15 Kniley--Horn Page 16 Teasley Commercial TIA 2029-Background+Site-PM Teasley Commercial TIA 2029-Background+Site-PM Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson Splits and Phases: 6:Teasley&Robinson 1 �/ 1401 I I G' a �s Lane Group = Sur SBR I 4— lktectorPhase 6 �'f 05 + G5 �T - Switch Phase s Mniur un knitial(s) 15.0 — Mninum Split(s) 23.5 Total Split(s) 35.0 Total Split('/o) 33.3 Nhxh=Green(s) 29.5 Yellow Time(a) 3.0 All-Red Time(s) 2.5 Lost Tune Adjust(s) 0.0 Total Lost Tame(a) 5.5 Lead/Lag Lag Lead-Lag Optirrize? Yes — Vehicle Extension(a) 3.0 Recall Node Mn Act Etrct Green(s) 39.1 Actuated g/C Ratio 0.59 E M We Ratio 0.32 N o Control Delay 10.3 Queue Delay 0.0 00 V Total Delay 10.3 — G LOS B ++ Approach Delay 16.1 — d y > Approach LOS B c fA 00 Queue Length 50th(fl) 41 O Q CL G Queue Length 95th(fl) 214 w C Q Internal Link Dist($) 4M d Tun Bay Length(1t) U M Base Capacity(Wh) 2998 _O Starvation Cap Reductn 0 d Spillback Cap Reductn 0 Q Storage Cap Reductn 0 Reduced u/c Ratio 0.32 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Kanley--Horn Page 17 Kunley--Horn Page 18 Teasley Commercial TIA 2029-Background+Site-PM Teasley Commercial TIA 2029-Background+Site-PM Lanes,Volumes,Timings z Teasley&wheeler Ridge Lanes,Volumes,Timings z Teasley&wheeler Ridge wD3R NBU NBL NBT NBR �-mBL Lao Lane Configurations 'Ft ft ) ++I* I Danetonfigurations +0 Traffic Volume(vph) 823 51 1 85 Traffic Volume(vph) 858 44 Future Volume(Wh) 823 51 1 85 Future Volume(Wh) 858 44 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 Storage Length(ft) 0 0 0 0 275 0 275 Storage Length(ft) 0 Storage Lanes 1 i 0 1 0 1 0 1 Storage Lanes 0 Taper Length(fl) 25 25 25 25 Taper Length(ft) Lane Uhl.Factor 1.00� 1.00 1.M 1.00 0.91 1.00 0.91 0.91 0.91 1.00 Lane Uhl.Factor Err 0.867 0.867 0.991 Err 0.993 Fk Protected 0.950� 0.950 0.950 0.950 Fk Protected i Satd.Flow(prot) 0 0 1770 Satd.How(prot) 5050 0 Fk Pemvhed 0.97 0.976 273� 0.276 Fk Permitted Satd.Flow(perm) 0 0 514 Satd.Flow(perm) 5050 0 Right Turn-Rr 0 Right Turn on Red Satd.Flow i.. .y 39 55 9 Satd.Flow(RTOR) 7 Link Speed(mph) 30 30 45 Link Speed(mph) 45 Link Distance(11 213 322 4573 link Distance(ft) 1550 TravelTvne(s)E N 4.8 # 7.3 69.3 Travel (s) 23.5 - Peak FlourFactoD o 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Peak l-burFactor 0.97 0.97 Adj.Flow(,ph)�- SO'-O 848 53 1 88 Adj.Flow(vph) 885 45 Shared Lane Traaic_�) Shared Lane Traffic(%) Lane Cnoup� y h) 901 0 0 89 Lane Group Flow(vph) 930 0 - Enter Block Irr rsletlon No Nb No No No No Nb No No No No No Enter Mocked Intersection No No Lane Alignm@ht•y > Lei Deft Right left Left Right RNA Left Deft Right RNA Left Dane Alignment Left Right A NEdian W, d�ft)n 0 12 12 12 NEdian Width(ft) 12 LinkOffset(16 Q Q 0 0 LmkOfsegfl) 0 Cross"A Viwtlo)Q 16 16 16 Crosswalk Wrdth(ft) 16 Two way Lane Tuo way Leff Turn Lane FkadwayFacto ra 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Headway Factor 1.00 1.00 Turning Speed( h) 15 9 15 15 Turning Speed(mph) Number ofDetetrs 1 2 1 2 1 1 2 1 1 Number of Detectors 2 DetectorTemplab Left Leff Left That left Detector Template IeadlogatectPr$) 20 100 20 100 20 20 100 20 20 Leading Detector($) 100 Trailing Detector(ft) MOME...0 0 0 0 0 0 JW 0 Trailing Detector(ft) 0 Detector I Postuon(ft) 0 0 0 0 0 0 0 0 0 Detector I Position(ft) 0 Detector 1 Size(ft) jjjjjjM 20 6 20 20 6 i 20 Detector 1 Size(ft) 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CN-Ex CI+Ex CI+Ex CI+Ex CI+Ex CN-Ex Detector 1 Type CI+Ex Detector 1 Channel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 0. 0.0 Detector 1 Queue(s) 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 Detector 2 Position(ft) 94 Detector 2 Position(ft) 94 Ietector2 Size(ft) 6 6 6 Ietector2 Size(ft) 6 Detector 2 Type Fx Detector 2 Type CI+Ex Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) 0.0 Detector 2 Fxtend(s) 0.0 Turn Type D.P+P NA D.P+P NA D.P+P D.P+P NA D.P+P D.P+P Turn Type NA Protected Phases 8 5 5 1 Protected Phases 6 Pertained Phases 8 4 6 6 2 2 Pertained Phases 1024/2023 Synchro 11 Report 1024/2023 Synchro 11 Report Kmiley--Horn Page 19 Kniley--Horn Page 20 Teasley Commercial TIA 2029-Background+Site-PM Teasley Commercial TIA 2029-Background+Site-PM Lanes,Volumes,Timings Z Teasley&Wheeler Ridge Lanes,Volumes,Timings Z Teasley&Wheeler Ridge -. 7 ` - 4- ►` t ,* l! SphtsandPhases: 7:Teasley&Wheeler Ridge EBL EBT EBR WBL WBT WBR NB>♦ NBL NBT NBR SBU sBL 40 1 1�Z ♦ 03 30 s Detector Phase 7 4 3 8 5 5 2 1 1 Switch Phase I'1©5 + 05 O? Mnunnun Initial(s) 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 8.0 Mnimum Split(s) 13.5 13.5 13.5 13.5 13.5 13.5 20.5 13.5 13.5 Total Split(s) 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 20.0 Total Split(%) 19.0% 28.6% 19.0% 28.6% 19.0% 19.0% 33.3% 19.0% 19.0% Maxiun rn Green(s) 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 14.5 Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 AIi-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Lost Thr e Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Thine(s) 5.5 5.5 5.5 5.5 5.5 5.5 5.5 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead lead Lead-Lag Opbnmw? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle ExtPucinn!l 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mwc None None None None None None Mn None None Walk Time(s) 5.0 5.0 5.0 Flash Ibnt Walk s) 26.0 26.0 19.0 Pedestrian Calls /� 0 0 0 Act Effct Green o 11.3 8.9 11.3 8.9 32.3 25.6 30.6 Actuated g/C RkM� 0.22 0.17 0.22 0.17 0.62 0.49 0.59 v/c Ratio v 0.07 0.14 0.09 0.19 0.12 0.36 0.17 Control Dela� 17.9 13.2 18.0 12.3 7.5 14.0 7.8 Queue Dela y 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Iklay a) y• � 17.9 13.2 18.0 12.3 7.5 14.0 7.8 LOS c to O` B B B B A B A Approach I yQrL 15.1 14.3 13.5 CL Approach LOS C Q B B B Queue Len 5 (fr) 8 1 9 2 6 73 9 Queue Lengtrt9 i(ft) 26 29 29 35 29 151 38 Internal Link Dish) 133 242 4493 Turn Bay LengdI t) 275 275 Base Capacity( h) 621 855 621 863 729 3318 731 Starvation Cap TWductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.05 0.05 0.05 0.07 0.09 0.27 0.12 Intersection Sunnnary s Area Type: Other Cycle Length:105 a Actuated Cycle Length:52 Natural Cyele:65 Control Type:Actuated-Uncoordinated Ivhxninn v/c Ratio:0.36 Intersection Signal Delay.13.0 Intersection LOS:B Intersection Capacity Utilization 46.4% ICU Level of Service A Analysis Period(uma)15 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Kanley--Horn Page 21 Kvuley--Horn Page 22 Teasley Commercial TIA 2029-Background+Site-PM Lanes,Volumes,Timings z Teasley&Wheeler Ridge l r Detector Phase 6 Switch Phase Mnuanunlnitial(s) 15.0 Mnimurn Spht(s) 20.5 Total Split(s) 35.0 Total Split(%) 33.3 Niodi nun Green(s) 29.5 Yellow True(s) 3.0 All-Red Tare(s) 2.5 — Lost Taw Adjust(s) 0.0 Total Lost Tirne(s) 5.5 Lead/Lag Lag Lead-Lag Optimize? Yes — Vehicle Ext—ion 3.0 Recall Mw, Mn — Walk Tune(s) 5.0 Flash Ibnt Walk) 19.0 Pedestrian Calls /� 0 Act Effct Green o 31.6 — Actuated g/COr.� 0.61 Wc Ratio v 0.30 — Control Dela� 12.7 Queue Dela y 0.0 Total Delay a) 12.7 LOS rA O` B Approach Ik ya Q 12.2 Approach LOS C Q B Queue Len 5 (8) 76 Queue Leng i 9 i($) 154 Internal Link Dish) 1470 Turn Bay Lengdr) Base Capacity( h) 3323 Starvation Cap fWductn 0 Spillback Cap ReduLtn 0 Storage Cap Reductn 0 Reduced We Ratio 0.28 Intersection Sumrnary, 10/24/2023 Synchro 11 Report Ktmley--Horn Page 23 Teasley Commercial TIA 2029-Background+Site-PM Teasley Commercial TIA 2029-Background+Site-PM HCM 6th TWSC 4:Teasley&Central Drive HCM 6th TWSC 8:Ryan&South Drive Intersection lll� M Intersection Int Delay,s/veh 0.1 hit alay,s/veh 1.1 Ivirvement EBL EBR NBL NUT SBT SBR Ivbvement EBL EBT WBT WBR SBL SBR Lane Configurations if ttt TtT. Lane Configurations Q '+ Y Traffic Vol,veh/h Traffic Vol,veh/h - Future Vol,veh/h Future Vol,veh/h Conflicting Peds,#/hr 0 0 0 0 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 - Sign Control Stop Stop Free Free Free Free Sign Control Free Free Free Free Stop Stop RTChannelized - None - None - None RTChannelized - None - None - Storage Length 0 - Storage Length 0 Veh in N>dian Storage,# 0 - 0 0 Veh in Adian Storage,# - - Grade,% 0 - - 0 0 - Grade,% - 0 0 0 Peak Hour Factor 92 92 92 92 92 92 Peak Hour Factor 96 96 96 96 - Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flov ) Mvmt Flow 17 504 651 30 - Nbior/Mnor Mnor2 1,iiiiiiiiiii 'ot2 Nhjor/Mnor Nbiorl Nhior2 ftt0 Conflicting Flow N - 598 - 0 - 0 Conflicting Flow All 681 0 0 1204 666 Stage 1 N C) Stage 1 - - - 666 - Stage 2~ �5 Stage 2 - 538 - CriticalHd V o 7.14 CriticalHdwy 4.12 6.42 6.22 CriticalHd tj1 - - - - - - Critical FINy Stg I - - - - 5.42 - Crincal 1JdvVLC8 '2 N - Critical Hdwy Stg 2 - 5.42 - Follow up N > - 3.92 - - - - Follow up Fldwy 2.218 - - - 3.518 3.318 Pot Cap-1 re 0 382 0 Pot Cap-1 Nhneuver 912 203 459 StageO Qr Q 0 - 0 Stage 1 - 511 - Stage.g. C Q 0 - 0 Stage 2 - 585 - Platoon bloj5d b Platoon blocked, Ivbv Cap-1 Man&er - 382 - Ivbv Cap-1 Maneuver 912 198 459 Nbv Cap-2 Nbraver Nbv Cap-2 Nlineuver - 198 - Stage 1 Stage 1 498 Stage 2 Q Stage 2 585 Approach EB NB SB Approach EB WB SB HCMControl Delay,s 15 0 0 HCMControl Delay,s 0.3 0 23.2 HCMLOS C HCMLOS C MnOr Lane/Nhjor Nfyrrt NBTEBLnl SBT SBR MnOr Lane/Nhjor Nfyrrt EBL EBT WBT WBRSBLnl Capacity(veh/h) 382 Capacity(veh/h) 912 249 HCMLane V/CRatio 0.06 HCMLane V/CRatio 0.018 0.209 HCMContro1 Delay(s) 15 HCMControlDelay(s) 9 0 23.2 F"Lane LOS - C - - F"Lane LOS A A - - C HCM95th%tile Q(veh) 0.2 HCM95th%tile Q(veh) 0.1 0.8 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Kanley--Hour Page 1 Knriley--Hour Page 2 Teasley Commercial TIA 2029-Background+Site-PM-Retimed Teasley Commercial TIA 2029-Background+Site-PM-Retimed Lanes,Volumes,Timings 1:Teasley&wmdRiver&Lillianlvfller Lanes,Volumes,Timings 1:Teasley&wmd River&I.Aian Miller Elc EBT EBP yVm war s LaneGrotm I.Configurations '�''Ft '�''� '�"�' Lane r[:onfigumtions +T, Traffic Volume(vph) 1 71 Traffic Volume(vph) 605 224 - Future Volume(Wh) 1 71 Future Volume(Wh) 605 224 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 Storage Length(ft) 100 0 50 0 275 0 135 Storage Length(ft) 0 Storage Lanes 1 0 1 0 1 1 1 Storage Lanes 0 - Taper Length(ft) 25 25 25 25 Taper Length(ft) Lane Uhl.Factor 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 �5 1.00 Lane Uhl.Factor - Frt 0.892 0.945 0.850 Frt 0.959 Fk Protected 0.950 0.950 0.950 0.950 Fk Protected - Saul.Flow(prot) 1583 0 1770 Satd.How(prot) 3394 0 Fk Pemvtted 0.332 0.261 = 0.135 0.281 Flt Permitted - Saul.Flow(pemr) 523 Saul.Flow(perm) 3394 0 Right Turn Rr Right Turn on Red Sort Flow i.. .) 433 92 156 Sort Flow(RTOR) 50 Link Speed(mph) 40 30 Link Speed(mph) 35 Link Distance(11 869 668 1252 Link Distance(11) 458 Travel Tmre(s) N 14.8 15.2 19.0 Travel Tmre(s) 8.9 - Peak Hour FactoD Co 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Peak Hour Factor 0.91 0.91 Adj.Flow(vph)�- SO'-O 1 78 Adj.Flow(vph) 665 246 Shared Lane T4ki /) Shared Lane Traffic(%) Lane Ciroup8o vRh) Lane Group Flow(vph) 911 0 Enter Blockcc1setim AIo Na No No No No No No No No No No Enter Blocked Intersection AIo No Lane Alignment- > RNA Left Left Right Leff Left Right Leff Left Right RNA Le$ Lane Alignment Left Right ' NEdianWic ftp 0 12 12 12 NEdian Width(ft) 12 LnkOffseq a Q 0 0 0 LmkOffsegft) 0 Crosswalk 4 l¢ft)Q 16 16 16 CrosswalkWrdth(ft) 16 Two way Lane Two way Leff Turn Lane Ileadway Facto FFL 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fi2adwayFactor 1.00 1.00 Turning Speed( h) 15 9 15 15 Tanmg Speed(mph) Number ofDetetrs 1 1 2 1 2 1 2 1 1 1 Number of Detectors 2 DetectorTemplab Leff lhm leg Thou Right Le$ Left Detector Template LeadlogatectPr ft) 20 20 100 20 100 20 100 20 20 20 Leading Detector(11) 100 Trailing Detector($) �0 0 jEL 0 0 0 0 Trailing Detector(ft) 0 Detector I Postuun(ft) 0 0 0 0 0 0 0 0 0 0 Detector I Postuon(ft) 0 Detector 1 Size(ft) 20 20 20 Detector 1 Size(ft) 6 Detector 1 Type CI+Ex CI+Ex CI+Ex GfEx CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Type CI+Ex Detector 1 Charnel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 Detector 2Position(ft) 94 94 Detector 2Position(ft) 94 Detector2 Size(ft) 6 6 6 Detector2 Size(ft) 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Type CI+Ex Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) 0.0 Detector 2 Extend(s) 0.0 Tura Type custom D.P+P NA D.P+P NA D.P+P NA Perm custom D.P+P Turn Type NA Protected Phases 7 4 5 -1111W- 1 Protected Phases 6 Permitted Phases 3 4 8 6 2 1 2 Permitted Phases 10/24/2023 Synchm 11 Report 1024/2023 Synchro 11 Report Ea dey--Horn Page 1 Kmrley--Flom Page 2 Teasley Commercial TIA 2029-Background+Site-PM-Retimed Teasley Commercial TIA 2029-Background+Site-PM-Retimed Lanes,Volumes,Timings 1:Teasley&WindRlver&LilhanNliller Lanes,Volumes,Timings 1:Teasley&WindRlver&LillianNl er 7 ` - k- s, t ,* l4 SphisandPhases: 1:Teasley&W&d River&IiianN&r et- EBT EBR WBL WET WBR ML NUT NBR SBU SBL ,01 02 '4 03 04 ZO Detector Phase 3 3 8 7 4 5 2 2 1 1 s, / Switch Phase \�JS 06 • 07 Mnflnnun Initial(s) 4.0 4.0 5.0 4.0 5.0 4.0 15.0 15.0 4.0 4.0 30s o s Mnimum Split(s) 10.0 10.0 11.0 10.0 11.0 10.0 21.0 21.0 10.0 10.0 Total Split(s) 20.0 20.0 20.0 20.0 20.0 30.0 45.0 45.0 20.0 20.0 Total Split(%) 19.0% 19.0% 19.0% 19.0% 19.0% 28.6% 42.9% 42.9% 19.0% 19.0% Nhkammn Omen(s) 14.0 14.0 14.0 14.0 14.0 24.0 39.0 39.0 14.0 14.0 Yellow Time(a) 3.5 3.5 4.0 3.5 4.0 3.5 4.5 4.5 3.5 3.5 All-Red Time(s) 2.5 2.5 2.0 2.5 2.0 2.5 1.5 1.5 2.5 2.5 Lost Thoe Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Thine(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lead Lag lead Lag Lead Lag Lag Lead lead Lead-Lag Opbnmw? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle ExtPucinn 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall lvbu, None None Mn None Mn None Mn Mn None None Walk Time(s) 6.0 6.0 6.0 6.0 Flash Ibnt Walk s) 25.0 25.0 21.0 21.0 Pedestrian Calls /� 0 0 0 0 Act Etfct Cneen o 26.2 15.3 26.2 12.8 51.3 46.4 46.4 52.7 Actuated g/C RAr.� 0.26 0.15 0.26 0.13 0.50 0.46 0.46 0.52 v/c Ratio v 0.79 0.92 0.51 0.73 0.94 0.47 0.16 0.22 ContmlLkL,g 47.9 36.3 33.5 41.6 58.0 21.7 2.4 12.2 Queue Dk y 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay N - > 47.9 36.3 33.5 41.6 58.0 21.7 2.4 12.2 LOS h0 D D C D B Approach Ik ya Q 39.1 39.4 31.8 Approach L C Q D D - Queue Len 5 (fr) 128 123 65 93 240 191 0 23 Queue Lengtr9i(ft) #216 #256 113 145 #435 255 NINE" 45 Internal Link Dish) 789 588 1172 Turn Bay Lengtlllt) 100 50 275 135 Base Capacity(2h) 322 843 316 541 489 1616 807 465 Starvation Cap fWductn 0 0 0 0 0 0 0 0 Spillback Cap ReduLtn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.76 0.92 0.42 0.68 0.91 0.47 0.16 0.17 Intersection S Area Type: Other Cycle Length:105 Actuated Cycle Length:101.6 Natural Cycle:90 Control Type:Actuated-Uncoordinated lvhxnnnn v/c Ratio:0.94 Intersection Signal Delay.38.9 Intersection LOS:D Intersection Capacity Utilization 94.7% ICU Level of Service F Analysis Period(min)15 # 951hpereentlle vohnne exceeds capacity,queue maybe longer. Queue shown is maxurnvn after two cycles. 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Kanley--Hum Page 3 Kvnley--Horn Page 4 Teasley Commercial TIA 2029-Background+Site-PM-Retimed Teasley Commercial TIA 2029-Background+Site-PM-Retimed Lanes,Volumes,Timings 1:Teasley&wmdRiver&L,uiaulvfller Lanes,Volumes,Timings 3:Teasley&Hunters Creek Rd/IleightsBlvd MAWBL SBT S13L4 Detector Phase 6 1 lane Configurations 41 4. ??� ) W, Switch Phase Traffic Volume(vph) MMMT) 51 1 66 994 87 Mmmurn Initial(s) 15.0 1 Future Volume(Wh) 51 66 994 87 Minimum Split(s) 21.0 Ideal Flow(vphpl) 1900 Total Split(s) 35.0 1 Storage Length(ff) 0 0 0 0 275 0 275 0 Total Split(%) 33.3% Storage Lanes 0 0 0 0 1 fM, 1 0 Naar am Green(s) 29.0 1 Taper Length(ff) 25 25 25 25 Yellow Time(s) 4.5 Lane Uhl.Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 �1 1.00 0.91 0.91 All-Red Time(s) 1.5 1 Fit 0.935 0.954 0.993 0.988 Lost Tune Adjust(s) 0.0 Fk Protected 0.975 0.968 0.950 0.950 a Total Lost Time(s) 6.0 1 Said.Flow(prot) 0 Lead/Lag Lag Flt Permitted 0.816 0.767 0.182 ; 0.196 Lead-Lag Optimize? Yes ' Said.Flow(perm) Vehicle ExtPmcion(cl 3.0 Right Turn on Red RecallMw, Mn Said.Flow(MR) 103 103 10 18 Walk Tune(s) 6.0 Link Speed(mph) 30 �30 45 9§r 45 FlashDont Walk) 21.0 Link Distance(ft) 524 254 390 359 Pedestrian Calls /� 9W 0 Travel Tune(s) qW 11.9 .8 9W 5.9 5.4 Act EffA Green o 28.2 Peak Four Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Actuated g/C RABo� 0.28 Adj.Flow(vph) 55 72 1080 95 v/c Ratio v 0.93 Shared lane Traffic(%) Control Dela� 51.1 Lane Group Flow(vph) 0 72 1175 0 Queue De la 0.0 Enter Blocked Intersection No Nb Nb No No No No 11b Nb Nb No No Total Delay N > 51.1 Lane Alignment Left Left Right Left Left Right Left Left Right Left Leff Right LOS G to 0 D Nbdian Width(ff) 0 0 12 12 Approach l ya Q 48.0 Ln kOHset(ff) 0 0 0 Approach IOS C Q D Crosswalk Wrdth(ft) 16 16 16 16 Queue Lena 5 (ff) 299 Tuo way Leff Turn Lane QueueLen 9 (ft) #427 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Internal Link D>is�) 378 Tunmg Speed(mph) 15 1 9 15� 15 9 Turn Bay LengdIft) Number ofD tectors 1 2 1 2 1 2 1 2 Base Capacity( h) 1008 Detector Template Left Thtu 1 Leff Tli� Left Thor Starvation Cap fWductn Leading Detector(11) 20 100 20 100 20 100 20 100 Spillback Cap Reducm 0 Trnrling Detector(ft) 0 0 0 0 0 0 0 Storage Cap Reductn Detector I Position(ft) 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.90 Detector 1 Size(ft) 20 6 20 6 20 6 Intersection Summary Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex� CI+Ex C1+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2Position(ff) 94 94 94 94 Detector2 Size(ft) 6 6 6 6 Detector 2 Type CREK CI Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 Tura Type D.Pm NA D.Pm NA D.P+P NA D.P+P NA Protected Phases 8 2 MJMW' 6 Pernitted Phases 8 4 6 2 10/24/2023 Synchm 11 Report 10/24/2023 Synchm 11 Report Kmiley--Hom Page 5 Kruley--Horn Page 6 Teasley Commercial TIA 2029-Background+Site-PM-Retimed Teasley Commercial TIA 2029-Background+Site-PM-Retimed Lanes,Volumes,Timings 3:Teasley&Hunters CreekRd/Heights Blvd Lanes,Volumes,Timings 3:Teasley&Hunters CreekRd/Heights Blvd ` 4% t /P. y 1 �/ Splits and Phases: 3:Teasley&Hunters CreekRd/Heights Blvd EBT EBR mL WBT WBR mL \001 10? 4 Detector Phase 8 4 4 8 5 2 1 6 s, I Switch Phase �08 Mnunnun Initial(s) 8.0 8.0 8.0 8.0 8.0 15.0 8.0 15.0 Mnimum Split(s) 13.5 13.5 13.5 13.5 13.5 20.5 13.5 20.5 Total Split(s) 30.0 30.0 30.0 30.0 20.0 35.0 20.0 35.0 _ Total Split(%) 35.3% 35.3% 35.3% 35.3% 23.5% 41.2% 23.5% 41.2% Mrxinnun Green(s) 24.5 24.5 24.5 24.5 14.5 29.5 14.5 29.5 _ Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Tare(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 _ Lost Trtne Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Tine(s) 5.5 5.5 5.5 5.5 5.5 5.5 _ Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes _ Vehicle ExtPncion 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall lvbu, None None None None None Mn None Mn _ Walk Tune(s) 5.0 5.0 5.0 5.0 5.0 5.0 Flash Ibnt Walk) 26.0 26.0 26.0 26.0 19.0 19.0 _ Pedestrian Calls /� 0 0 0 0 0 0 Act Effct Green o 10.4 10.4 29.0 25.9 30.2 22.8 Actuated g/C R17o� 0.19 0.19 0.53 0.47 0.55 0.41 v/c Ratio v 0.53 0.11 0.25 0.49 0.17 0.56 Cont.IDelag 17.5 0.7 6.7 12.4 6.0 14.4 Queue Dk y 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay a) y > 17.5 0.7 6.7 12.4 6.0 14.4 LOS to O` B A A B A B Approach Ik ya Q 17.5 0.7 12.0 13.9 Approach Iffi C Q B A B B Queue Len 5 (fr) 25 0 10 104 7 106 Queue Lengtr9 i(8) 86 0 31 167 24 172 Internal Link Dish) 444 174 310 279 Turn Bay Lengdr) 275 275 Base Capacity(�h) 711 684 595 2850 603 2798 Starvation Cap ducn 0 0 0 0 0 , 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reducn 0 0 0 0 0 0 Reduced v/c Ratio 0.26 0.06 0.16 0.41 0.12 0.42 Intersection S Area Type: Other Cycle Length:85 Actuated Cycle Length:55 Natural Cycle:50 qW Control Type:Actuated-Uncoordinated Ivhxn=v/c Ratio:0.56 Intersection Signal Delay 13.1 Intersection IDS:B Intersection Capacity Utilization 52.6% ICU Level of Service A Analysis Period(umn)15 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Ktnley--Horn Page 7 Knrley--Horn Page 8 Teasley Commercial TIA 2029-Background+Site-PM-Retimed Teasley Commercial TIA 2029-Background+Site-PM-Retimed Lanes,Volumes,Timings 5:Teasley&Ryan/wneeler(Ehn Sch.) Lanes,Volumes,Timings 5:Teasley&Ryan/wheeler(Ehn.Sch.) --# -- --v 4, ~ t f, 4% t /,. 11, 4 r EBT M WBR NBU ML NUT NBR Lane Group Lane Configurations I + if I A ) ++A I Danetonfigurations W, Traffic Volume(vph) 909 25 1 6 'Traffic Volume(vph) 913 203 Future Volume(Wh) 909 25 1 6 Future Volume(Wh) 913 203 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 Storage Length(ft) 240 too 0 0 350 0 500 Storage Length(ft) 0 Storage Lanes 1 1 1 0 1 = 0 1 Storage Lanes 0 Taper Length(fl) 25 25 25 25 Taper Length(ft) Lane Uhl.Factor 1.00 1f� 1.00 LM 1.00 0.91 1.00 i01 0.91 1.00 Lane Uhl.Factor Frt 0.850 0.914 0.996 Frt 0.973 Fk Protected 0.95Q- 0.950 JIMEL 0.950 0.950 Fk Protected i Sari Flow(prot) 0 0 1770 Satd.How(prot) 4948 0 Fk Pemvtted 0.7 .148 0.251 Fk Permitted Sort.Flow(perm) 0 0 468 Sort.Flow(perm) 4948 0 Right Turn-RM Yes Right Turn on Red Sort.Flow i.. .y 304 8 4 Sort.Flow(RTOR) 46 Link Speed(mph) 9W5 45 Link Speed(mph) 45 Link Distance(11 786 516 634 Link Distance(ft) 669 Travel Time(s)t0 N 15.3 10.1 9.6 TravelTime(s) 10.1 - Peak Lour FactoV Co 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Peak Hour Factor 0.96 0.96 Adj.Flow(,ph)�- SO'-O 947 26 1 6 Adj.Flow(vph) 951 211 Shared Lane Tnac!j�,/o) Shared Lane Traffic(%) _ Lane Group vph) 471 973 0 0 7 lane Group Flow(vph) 1162 0 Enter Bbcic Ir rsetin. No Nb No No NCO No No No No No No Nb Enter Blocked Intersection No No Lane AligmrRht•y > Lei Deft Right left Left Right RNA Left left Right RNA Left Dane Alignment Left Right NEdi..WV.Rft)n 0 12 12 12 Ngdian Width(i) 12 ImkOffset(16 Q Q 0 0 LmkOfsegfl) 0 Cross"A Viwtlo)Q 16 16 16 Crosswalk Wrdth(ft) 16 Two way Lane Tuo way De$Turn Lane FkadwayFacto rL 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FkadwayFactor 1.00 1.00 Tunmg Speed&h) 15 IMEMEW-79 15� 9 15 15 Tunmg Speed(mph) Number ofDetetrs 1 2 1 1 2 1 1 2 1 1 Number of Detectors 2 Detector Teruplab lei Thru Right Let[ Leff Left Thru left Detector Template LeadlogatectPr$) 20 100 20 20 100 20 20 100 20 20 Leading Detector($) 100 Trailing Detector(ft) 111hM1.L 0 �0 0 0 0 0 JW 0 Trailing Detector(ft) 0 Detector I Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector I Position(ft) 0 Detector 1 Size(i) 20 20 6 i 20 Detector 1 Size(ft) 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CFFEx Detector 1 Type CI+Ex Detector 1 Charnel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 Detector 1 Queue(s) 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 Detector 2 Position(ft) 94 Detector 2 Position(ft) 94 Detector2 Size(ft) 6 6 6 Detector2 Size(ft) 6 Detector 2 Type Fx Detector 2 Type CI+Ex Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) P0.0 � 0.0 Detector 2 Extend(s) 0.0 Tura Type D.P+P NA Pert D.P+P NA D.P+P D.P+P NA D.P+P D.P+P Tum Type NA Protected Phases 7 4 - 8 5 5 1 Protected Phases 6 Pernitted Phases 8 4 4 6 6 2 2 Pernitted Phases 10/24/2023 Synchro 11 Report 1024/2023 Synchro 11 Report Khnley--Horn Page 9 Kniley--Lbin Page 10 Teasley Commercial TIA 2029-Background+Site-PM-Retimed Teasley Commercial TIA 2029-Background+Site-PM-Retimed Lanes,Volumes,Timings 5:Teasley&Ryan/wneeler(Ehn Sch.) Lanes,Volumes,Timings 5:Teasley&Ryan/wneeler(Ehn.Sch.) EBT EBR WBL WBT WBR NBU ML NUT NBR SBU SBL Lane Group = SBT SBR Detector Phase 7 4 4 3 8 5 5 2 1 1 Detector Phase 6 Switch Phase Switch Phase Mnhnun Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 15.0 5.0 5.0 Mmhnun Initial(s) 15.0 Mn6num Split(s) 12.0 11.0 11.0 12.0 12.0 12.0 12.0 21.0 12.0 12.0 Mn6num Split(s) 21.0 Total Split(s) 20.0 30.0 30.0 20.0 30.0 20.0 20.0 40.0 20.0 20.0 Total Split(s) 40.0 Total Split(%) 18.2% 27.3% 27.3% 18.21/. 27.3% 18.2% 18.2% 36.4% 18.2% 18.2% Total SplitClo) 36.4% Maxinnmt Green(s) 13.0 24.0 24.0 13.0 23.0 13.0 13.0 34.0 13.0 13.0 Maxh=Green(s) 34.0 Yellow Time(s) 3.5 4.0 4.0 3.5 3.5 3.5 3.5 4.5 3.5 3.5 Yellow Time(s) 4.5 AIi-Red Time(s) 3.5 2.0 2.0 3.5 3.5 3.5 3.5 1.5 3.5 3.5 All-Red Tune(s) 1.5 Lost Tane Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lost Tane Adjust(s) 0.0 Total Lost Tune(a) 7.0 6.0 6.0 7.0 7.0 7.0 6.0 7.0 Total Lost Tune(a) 6.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead Lead Lead/Lag Lag Lead-Lag Opturrize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Lead-Lag Optunw? Yes Vehicle ExtP..i- 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Vehicle Extension(s) 3.0 Recall Ivbu, None None None None None None None Mn None None Recall Nbde Mn - Walk Tune(s) 5.0 5.0 5.0 5.0 Walk Tine(s) 5.0 Flash Dour Walk)/CJ 27.0 27.0 27.0 24.0 Flash Dont Walk(s) 24.0 - Pedestrian Calls 0 0 0 0 Pedestrian Calls(#/hr) 0 Act EtNA teen o 15.5 12.8 12.8 14.2 6.3 37.4 43.6 43.5 Act EtNA Green(s) 25.1 ' Actuated g/C RABo� 0.21 0.17 0.17 0.19 0.08 0.49 0.58 0.58 Actuated g/C Ratio 0.33 v/c Ratio v 0.64 0.01 0.58 0.09 0.09 1.18 0.33 0.02 v/c Ratio 0.70 1 Control Dela� 36.0 33.5 9.8 24.8 28.5 127.0 10.5 8.7 Control Delay 23.8 Queue 13 l r 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Delay 0.0 Total Delay N N j 36.0 33.5 9.8 24.8 28.5 127.0 10.5 8.7 Total Delay 23.8 LOS c to O` D C A C C F B A LOS C Approach Ik ya Q 21.2 26.1 48.5 Approach Delay 23.7 Approach LOS C Q C C D Approach LOS C Queue Len 5 (ft) 97 1 0 10 3 -200 61 1 Queue Length 50th(ft) 147 Queue Lengt tt 9i(ft) 181 7 74 30 22 #521 185 8 Queue Length 95th($) 254 Internal Link Dish) 706 436 554 Internal Lark Dist(ft) 589 Turn Bay Lengtj 240 100 350 500 Turn Bay Length(ti) Base Capacity( h) 400 2920 506 Base Capacity(vph) 2312 Starvation Cap fWductn 0 0 0 ^ 0 0 0 Starvation Cap Reductn 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 Reduced v/c Ratio 0.61 0.00 0.42 0.07 0.03 1.18 0.33 0.01 Reduced We Ratio 0.50 Intersection S Intersection Sunurrary Area Type: Other Cycle Length:110 Actuated Cycle Length:75.6 Natural Cycle:80 q - Control Type:Actuated-Uncoordinated Mr.xinun v/c Ratio:1.18 - Intersection Signal Delay 34.5 Intersection LOS:C Intersection Capacity Utilization 90.3% ICU Level of Service E Analysis Period(rah)15 Volurne exceeds capacity,queue is theoretically infinite. Queue shown is niaxarnvn after two cycles. 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Kanley--Horn Page 11 Kvnley--Horn Page 12 Teasley Commercial TIA 2029-Background+Site-PM-Retimed Teasley Commercial TIA 2029-Background+Site-PM-Retimed Lanes,Volumes,Timings 5:Teasley&Ryan/wneeler(Ehn Sch.) Lanes,Volumes,Timings 6:Teasley&Robinson # 95th percentile vohune exceeds capacity,queue maybe longer. Queue shown is maximum after twu cycles. -' EBL EBT EBR WBL WBT WBR MU SplitsandPhases: 5:Teasley&RyanhVheeler(Ehr.Sch.) Lane Configurations I A S* I '{''Q'', 401 T02 `�3 -#104 Traffic Volume(vph) 16 852 38 21 381 40 ZO s Future Volume(Wh) 16 852 38 21 381 Ideal Flow(vphpl) *05 J2 �08 Storage Length(ft) 0 0 0 0 350 0 350 -u]s n 20 s Storage Lanes 1 0 1 0 1 0 1 Taper Length(ft) 25 25 25 25 Lane Uhl.Factor 1.00 M 1.00 1.00 1 1.00 0.91 0.91 0.91 1.00 Frt 0.980 0.858 0.994 Fk Protected 0.950 0.950- 0.950 0.950 Satd.How(prot) 0 0 1770 Fk Permitted 0.339 JM 0.833- 0.258 i 0.215 Saul.Flow(pemi) Right Turn on Red Yes Saud.Flow(RTOR) 2 490 6 Link Speed(mph) 30 = 45 Link Distance(ft) 429 558 1550 E M Travel Time(s) 9.8 12.7 23.5 N o Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 N 00 Adj.Flow(vph) 17 906 40 22 405 V Shared Lane Traffic(%) G _ lane Gaup Flow(vph) 946 0 0 427 C y d Enter Blockedhtersection 11b No No No No No No 11b No Nb No No 41•y > Lane Alignment Left Left Right Left Left Right RNA Left Left Right RNA Left c fA Nbdian Width(ff) 12 12 12 O Q G LmkOffsegfl) 0 AM- 0 w Q Crosswalk Width(ft) 16 16 16 U Tuo way Left Tian Lane i G I-IeadwayFactor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _O Turning Speed(mph) 15 1 9 15� 9 15 9 9 15 d Number of Detectors 1 2 1 2 1 1 2 1 1 Q Detector Template Leff T1uu Left Tl Leff Leff Thru left Leff Leading letector(11) 20 100 20 100 20 20 100 20 20 Trailing Detector(ft) 0 0 0 0 0 0 M 0 Detector I Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 JWMMMM6. 6 MM 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex C1+Ex Cl+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector IDelay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2Position(ff) 94 94 94 - Detector2 Size(ft) 6 6 6 Detector 2 Type C1+Fx CF-Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 Turn Type D.P+P NA D.P+P NA D.P+P D.P+P NA DP-P D.P+P Protected Phases 7 3 8 5 5 2 1 1 Pemvtted Phases 8 4 6 6 2 2 10/24/2023 Synchro 11 Report 1024/2023 Synchro 11 Report Dailey--Ham Page 13 KnAey--Hom Page 14 Teasley Commercial TIA 2029-Background+Site-PM-Retimed Teasley Commercial TIA 2029-Background+Site-PM-Retimed Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson Lane Group = EBT EBR mL WBT mR NBU NBL NBT NBR SBU SBL Laner[bnfigurations W, Detector Phase 7 4 3 8 5 5 2 1 1 Traffic Volume(vph) 897 16 Switch Phase Future Volume(vph) 897 16 Mm um Initial(s) 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 8.0 Ideal Flow(vphpl) 1900 1900 Mnimum Split(s) 13.5 23.5 13.5 23.5 13.5 13.5 23.5 13.5 13.5 Storage Length(ft) 0 Total Split(s) 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 20.0 Storage Lanes _ 0 Total Split(/) 19.0% 28.6% 19.0% 28.6% 19.0% 19.0% 33.3% 19.0% 19.0% Taper Length(fl) Nhximurn Green(s) 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 14.5 Lane Uhl.Factor �1 Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Fn 0.997 All-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Fk Protected Lost Tmre Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Satd.Flow(prot) 5070 0 Total Lost Tare(s) 5.5 5.5 5.5 5.5 5.5 5.5 5.5 Fk Pemiltted Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead Satd.Flow(perm) 5070 0 Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Right Tom-Rrd r Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Satd.Flow i. --) 2 Recall Mile None None None None None None Mn Alone None Link Speed(mph) 45 Act Effct Green(s) 12.9 10.2 12.9 11.8 40.2 19.9 35.1 Link Distance(11 564 Actuated g/C Ratio 0.20 0.15 0.20 0.18 0.61 0.30 0.53 Travel Tune(s)EEC N 8.5 We Ratio 0.06 0.05 0.25 0.76 0.05 0.62 0.81 Peak linur FactaV 0 0.94 0.94 Control Delay 20.6 26.1 23.1 11.9 8.4 22.6 29.3 Adj.Flow(vph) 8 954 17 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Shared Lane Ta4"e ) Total D clay 20.6 26.1 23.1 11.9 8.4 22.6 29.3 Lane Group vim) 971 0 LOS C C C B A C C Enter Bbcl Ir rs'etion No No Approach Delay 23.4 13.4 22.3 Lane Aligun@ht I > Left Right Approach LOS C B C NEdian%J%f[)n 0 12 Queue Length 50th(fl) 5 4 26 10 2 98 79 Imkoffset(16 Q G 0 Queue Length 95th(11) 19 24 65 115 19 231 #422 CrosswalkV*dtlo)Q 16 Internal link Dist(fl) 349 478 1470 Ttvo way Lane Tam Bay Length(1) 350 350 Ileadway Facto�Q 1.00 1.00 Base Capacity(vph) 438 712 475 921 594 2373 528 Turing Speed( h) Starvation Cap Reducm 0 0 0 0 0 0 0 Number ofDetetrs 2 Spillback Cap Reductn 0 0 0 0 0 0 0 Detector Templab Thin Storage Cup Reductn 0 0 0 0 0 0 0 Leading DetectPr ft) 100 Reduced We Ratio 0.03 0.02 0.17 0.57 0.04 0.40 0.81 Trailing Detector(fl) 0 De Intersection Summary Detector I Postoon(ft) 0 Detector 1 Size(ft) 6 Area Type: Other Detector 1 Type CI+Ex Cycle Length:105 Detector 1 Channel Actuated Cycle Length:66.1 Detector I Extend(s) 0.0 Natural Cycle:90 Detector 1 Queue(s) 0.0 Control Type:Actuated-Uncoordinated Detector Delay(s) 0.0 Maxm mWeRatio:0.81 Detector Position(ft) 94 Intersection Signal Delay.17.6 Intersection LIDS:B Detector2Size(ft) 6 Intersection Capacity Utilization83.4% ICUIevelofServiceE Detector 2 Type CI+hx Analysis Period(min)15 Detector 2 Channel # 95th percentile volume exceeds capacity,queue maybe longer. Detector 2 Extend(s) 0.0 Queue shown is maximum after two cycles. Tura Type NA Protected Phases 6 Penn ifted Phases 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Dailey--Hom Page 15 Kniley--Hom Page 16 Teasley Commercial TIA 2029-Background+Site-PM-Retimed Teasley Commercial TIA 2029-Background+Site-PM-Retimed Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson Splits and Phases: 6:Teasley&Robinson 1 �/ 1401 I I G' 4 Lane Group = Sur SBR I Detector Phase 6 *05 + G5 �T �08 Switch Phase Mniurunlnitial(s) 15.0 Mnimum Split(s) 23.5 Total Split(s) 35.0 Total Split('/o) 33.3 Ivhxh=Green(s) 29.5 Yellow Time(a) 3.0 All-Red Time(s) 2.5 Lost Thne Adjust(s) 0.0 Total Lost Time(a) 5.5 Lead/Lag Lag Lead-Lag Optmrize? Yes Vehicle Extension(a) 3.0 Recall Mxle Mn Act Etrct Green(s) 39.1 Actuated g/C Ratio 0.59 E M We Ratio 0.32 N o Control Delay 10.3 OQueue Delay 0.0 V Total Delay 10.3 G LOS B ++ Approach Delay 16.1 d y > Approach LOS B c fA 00 Queue Length 50th(fl) 41 O Q 0. G Queue Length 95th(fl) 214 w C Q Internal Link Dist($) 4M d Turn Bay Length(1t) U M Base Capacity(Wh) 2998 _O Starvation Cap Reductn 0 d Spil)back Cap Reductn 0 Q Storage Cap Reductn 0 Reduced u/c Ratio 0.32 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Kanley--Horn Page 17 Kunley--Horn Page 18 Teasley Commercial TIA 2029-Background+Site-PM-Retimed Teasley Commercial TIA 2029-Background+Site-PM-Retimed Lanes,Volumes,Timings z Teasley&wheeler Ridge Lanes,Volumes,Timings z Teasley&Wheeler Ridge wD3R NBU NBL NBT NBR �-mBL Lao Lane Configurations 'Ft ft ) ++I* I Danetonfigurations +0 Traffic Volume(vph) 823 51 1 85 Traffic Volume(vph) 858 44 Future Volume(vph) 823 51 1 85 Future Volume(Wh) 858 44 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 Storage Length(ft) 0 0 0 0 275 0 275 Storage Length(ft) 0 Storage Lanes 1 i 0 1 0 1 0 1 Storage Lanes 0 Taper Length(fl) 25 25 25 25 Taper Length(ft) Lane Uhl.Factor 1.00� 1.00 1.M 1.00 0.91 1.00 0.91 0.91 0.91 1.00 Lane Uhl.Factor Err 0.867 0.867 0.991 Err 0.993 Fk Protected 0.950� 0.950 0.950 0.950 Fk Protected i Satd.Flow(prot) 0 0 1770 Satd.How(prot) 5050 0 Fk Penr ihed 0.97 0.976 273� 0.276 Fk Permitted Satd.Flow(perm) 0 0 514 Satd.Flow(perm) 5050 0 Right Turn-Rr 0 Right Turn on Red Satd.Flow i.. .y 39 55 9 Satd.Flow(RTOR) 7 Link Speed(mph) 30 30 45 Link Speed(mph) 45 Link Distance(11 213 322 4573 link Distance(ft) 1550 TravelTvne(s)E N 4.8 # 7.3 69.3 Travel (s) 23.5 Peak licrur FactuV 0 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Peak licrur Factor 0.97 0.97 Adj.Flow(,ph)�- SO'-O 848 53 1 88 Adj.Flow(vph) 885 45 Shared Lane Traaic_�) Shared Lane Traffic(%) Lane Cnoup� y h) 901 0 0 89 Lane Group Flow(vph) 930 0 Enter Block In rsletlon No Nb No No No No Nb No No No No No Enter Blocked Intersection No No Lane AligmTiWt•y > Lei Deft Right left Left Right RNA Left Deft Right RNA Left Dane Alignment Left Right NEdian V%d%ft)n 0 12 12 12 NEdian Width(ft) 12 LinkOffset(16 Q Q 0 0 ImkOfsegfl) 0 CrosswalkViwtlo)Q 16 16 16 CrosswalkWdth(ft) 16 Twu way Lane Tuo way Leff Turn Lane IkadwayFacto ra 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I-kadwayFactor 1.00 1.00 Turning Speed( h) 15 9 15 15 Turrmg Speed(mph) Number ofDetetrs 1 2 1 2 1 1 2 1 1 Number of Detectors 2 Detector Terrplab Left Leff Left That left Detector Template IeadlogatectPr$) 20 100 20 100 20 20 100 20 20 Leading Detector($) 100 Trailing Detector(ft) MOME...0 0 0 0 0 0 Jw 0 Trailing Detector(ft) 0 Detector I Position(ft) 0 0 0 0 0 0 0 0 0 Detector I Position($) 0 Detector 1 Size(ft) jjjjjjM 20 6 20 20 6 i 20 Detector 1 Size(ft) 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CN-Ex CI+Ex CI+Ex CI+Ex CI+Ex CN-Ex Detector 1 Type CI+Ex Detector 1 Channel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 0. 0.0 Detector 1 Queue(s) 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 Detector2Positionift) 94 Detector 2Position(ft) 94 Detector-2 Size(ft) 6 6 6 Detector-2 Size($) 6 Detector 2 Type Fx Detector 2 Type CI+Ex Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) 0.0 Detector 2 Fxtend(s) 0.0 Turn Type D.P+P NA D.P+P NA D.P+P D.P+P NA D.P+P D.P+P Turn Type NA Protected Phases 8 5 5 1 Protected Phases 6 Pertained Phases 8 4 6 6 2 2 Pertained Phases 1024/2023 Synchro 11 Report 1024/2023 Synchro 11 Report Kmiley--Hoar Page 19 Kniley--Hoar Page 20 Teasley Commercial TIA 2029-Background+Site-PM-Retimed Teasley Commercial TIA 2029-Background+Site-PM-Retimed Lanes,Volumes,Timings Z Teasley&Wheeler Ridge Lanes,Volumes,Timings Z Teasley&Wheeler Ridge -. 7 ` - 4- ►` T ,* l! SphLsandPhases: 7:Teasley&Wheeler Ridge EBL EBT EBR WBL WBT WBR NMML Mr NBR SBU SBL 401 102 ♦ 03 30 s Detector Phase 7 4 3 8 5 5 2 1 1 Switch Phase I'1©5 + 05 O? Mnunnun Initial(s) 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 8.0 Mnimum Split(s) 13.5 13.5 13.5 13.5 13.5 13.5 20.5 13.5 13.5 Total Split(s) 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 20.0 Total Split(%) 19.0% 28.6% 19.0% 28.6% 19.0% 19.0% 33.3% 19.0% 19.0% Maxinnmn Green(s) 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 14.5 Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 AIi-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Lost Thr e Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total LostTure(s) 5.5 5.5 5.5 5.5 5.5 5.5 5.5 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead lead Lead-Lag Opbruize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle ExtPucinn!l 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 RecallIvbu, None None None None None None Mn None None Walk Time(s) 5.0 5.0 5.0 Flash Ibnt Walk s) 26.0 26.0 19.0 Pedestrian Calls /� 0 0 0 Act Effct Green o 11.3 8.9 11.3 8.9 32.3 25.6 30.6 Actuated g/C Rko� 0.22 0.17 0.22 0.17 0.62 0.49 0.59 v/c Ratio v 0.07 0.14 0.09 0.19 0.12 0.36 0.17 Control Dela� 17.9 13.2 18.0 12.3 7.5 14.0 7.8 Queue Dela y 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Iklay a) y• � 17.9 13.2 18.0 12.3 7.5 14.0 7.8 LOS c to O` B B B B A B A Approach IyQrL 15.1 14.3 13.5 CL Approach LOS C Q B B B Queue Len 5 (fr) 8 1 9 2 6 73 9 Queue Lengtrt9 i(ft) 26 29 29 35 29 151 38 Internal Link Dish) 133 242 4493 Turn Bay LengdI t) 275 275 Base Capacity( h) 621 855 621 863 729 3318 731 Starvation Cap Nductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced Vc Ratio 0.05 0.05 0.05 0.07 0.09 0.27 0.12 Intersection Sunnnary s Area Type: Other Cycle Length:105 a Actuated Cycle Length:52 Natural Cyele:65 Control Type:Actuated-Uncoordinated Ivhxninn v/c Ratio:0.36 Intersection Signal Delay.13.0 Intersection LOS:B Intersection Capacity Utilization 46.4% ICU Level of Service A Analysis Period(uma)15 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Kanley--Horn Page 21 Kvuley--Horn Page 22 Teasley Commercial TIA 2029-Background+Site-PM-Retimed Lanes,Volumes,Timings z Teasley&Wheeler Ridge l r Detector Phase 6 Switch Phase Mnuanunlnitial(s) 15.0 Mnimurn Spht(s) 20.5 Total Split(s) 35.0 Total Split(%) 33.3 Niodi nun Green(s) 29.5 Yellow True(s) 3.0 All-Red Tare(s) 2.5 Lost Taw Adjust(s) 0.0 Total Lost Tirne(s) 5.5 Lead/Lag Lag Lead-Lag Optimize? Yes Vehicle ExtPncion 3.0 Recall Mw, Mn Walk Time(s) 5.0 Flash Ibnt Walk s) 19.0 Pedestrian Calls /� 0 Act Effct Green o 31.6 Actuated g/CRk6.� 0.61 Wc Ratio v 0.30 Control Dela� 12.7 Queue Dela y 0.0 Total Delay a) 12.7 LOS rA O` B Approach Ik ya Q 12.2 Approach LOS C Q B Queue Len 5 (8) 76 Queue Leng i 9 i($) 154 Internal Link Dish) 1470 Turn Bay Lengdr) Base Capacity( h) 3323 Starvation Cap fWductn 0 Spillback Cap ReduLtn 0 Storage Cap Reductn 0 Reduced We Ratio 0.28 Intersection Sumrnary, 10/24/2023 Synchro 11 Report Ktmley--Horn Page 23 Teasley Commercial TIA 2029-Background+Site-PM-Retimed Teasley Commercial TIA 2029-Background+Site-PM-Retimed HCM 6th TWSC 4:Teasley&CentralIkive HCM 6th TWSC 8:Ryan&SouthDrive Intersection lll� I Intersection'W i lnt Delay,s/veh 0.1 hit alay,s/veh 1.1 Ivbvement EBL EBR NBL NUT SBT SBR Ivbvement EBL EB"T� WBT WBR SBL SBR q Lane Configurations if ttt TtT. Lane Configurations '+ Y Traffic Vol,veh/h Traffic Vol,veh/h - Future Vol,veh/h Future Vol,veh/h Conflicting Peds,#/hr 0 0 0 0 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Sign Control Free Free Free Free Stop Stop RTChannelized - None - None - None RTChannelized - None - None Storage Length 0 - Storage Length 0 Veh in Nbdian Storage,# 0 - 0 0 Veh in Nbdian Storage,# - Grade,% 0 - - 0 0 - Grade,% - 0 0 0 Peak Hour Factor 92 92 92 92 92 92 Peak Hour Factor 96 96 96 96 Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 Mint Flov ) Mvmt Flow 17 504 651 30 Nbior/Mnor Mnor2 1,iiiiiiiiiii 'ot2 Nhjor/Mnor Nbiorl Nhior2 ftt0 Conflicting Flow N - 598 - 0 - 0 Conflicting Flow All 681 0 0 1204 666 Stage 1 N C) Stage 1 - - - 666 - Stage 2~ �5 Stage 2 - 538 - CriticalHd V o 7.14 CriticalHdwy 4.12 6.42 6.22 CriticalHd tj1 - - - - - - Critical FINy Stg I - - - - 5.42 - Critical 1JdvVLC8 '2 N - - - - - - Critical Hdwy Stg 2 - - - - 5.42 - Follow up N > - 3.92 - - - - Follow up Fldwy 2.218 - - - 3.518 3.318 Pot Cap-1 re 0 382 0 Pot Cap-1 Nhneuver 912 203 459 StageO Qr Q 0 - 0 Stage 1 - 511 - Stage.g. C Q 0 - 0 Stage 2 - 585 - Platoon bloj5d b Platoon blocked, Ivbv Cap-1 Man&er - 382 - Ivbv Cap-1 Maneuver 912 198 459 Nbv Cap-2 Nbraver Nbv Cap-2 Nlineuver - 198 - Stage 1 Stage 1 498 Stage 2 Q Stage 2 585 Approach EB NB SB Approach EB WB SB HCMControl Delay,s 15 0 0 HCMControl Delay,s 0.3 0 23.2 HCMLOS C HCMLOS C Mnor Lane/Nhjor Nfynit NBTEBLnl SBT SBR Mnor Lane/Nhjor Nfynit EBL EBT WBT WBRSBLnl Capacity(veh/h) 382 Capacity(veh/h) 912 249 HCMLane V/CRatio 0.06 HCMLane V/CRatio 0.018 0.209 HCMContro1 Delay(s) 15 HCMControllklay(s) 9 0 23.2 F"Lane LOS - C - - F"Lane LOS A A - - C HCM95th%tile Q(veh) 0.2 HCM95th%tile Q(veh) 0.1 0.8 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Kanley--Hour Page 1 Kniley--Hour Page 2 Kimley))) Horn Appendix O: SynchroTm Output - 2029 Background Plus Site Traffic - With Turn Lanes E M m N N O � N W C = O l6 W ) G y O G Q G. .+ C. y C Q cU E Q O m d • • 13455 NoelRoad,Two Galleria Off ice Tower, 11 Dallas,TX 75240 • 1 11 821 N Mayhill Road TIA July 2023 Denton,Texas Teasley Commercial TIA 2029-Background+Site-AM-With Turn Lanes Teasley Commercial TIA 2029-Background+Site-AM-With Turn Lanes Lanes,Volumes,Timings 1:Teasley&Wind River&Iiuiar,lvfller Lanes,Volumes,Timings 1:Teasley&wmd River&LAian Miller WBT WBR NBlt SBT SBR Lane Group = EBT EBR mL wBT WBR NBL NBT NBR SBL _ Lane Configurations +I* Detector Phase 3 8 7 4 5 2 2 1 6 Traffic Volume(vph) 379 109 Switch Phase Future Volume(Wh) 379 109 Minimum initial(s) 4.0 5.0 4.0 5.0 4.0 15.0 15.0 4.0 15.0 Ideal Flow(vphpl) Minimum Split(s) 10.0 11.0 10.0 11.0 10.0 21.0 21.0 10.0 21.0 Storage Length(ft) 100 0 50 0 275 0 135 0 Total Split(s) 20.0 20.0 20.0 20.0 20.0 30.0 30.0 20.0 30.0 Storage Lanes1 0 1 0 1 1 1 0 Total Split(%) 22.2% 22.21/o 22.2% 22.2% 22.2% 33.3% 33.3% 22.2% 33.3% Taper Length(fl) 25 25 25 25 Nhxummr Green(s) 14.0 14.0 14.0 14.0 14.0 24.0 24.0 14.0 24.0 Lane Uhl.Factor 1.00� 1.00 0.95 0.95 1.00 0.95 W 1.00 �195 Yellow Time(a) 3.5 4.0 3.5 4.0 3.5 4.5 4.5 3.5 4.5 Fit 0.904 0.932 0.850 0.966 All-Red Time(s) 2.5 2.0 2.5 2.0 2.5 1.5 1.5 2.5 1.5 Fk Protected 0.950' 0.950 M 0.950 M 0.950 Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Satd.Flow(prot) Total Lost Time(a) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Flt Permitted 0.629� 0.292 J& 0.318 � 0.329 Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag Satd.Flow(perm) 3419 0 Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Right Turn WWs Yes Vehicle Extension(a) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Sand.Flow 338 89 182 40 Recall Ivbde None Mm None N5n Notre Nlin 1Nhr None Mn Link Speed(mph) -"MMMW 40 30 45 35 Walk Time(s) 6.0 6.0 6.0 6.0 6.0 Link Distance(11 869 668 1252 458 FlashDont Walk(s) 25.0 25.0 21.0 21.0 21.0 Travel Tare(s)EEC N 14.8 Wr 15.2 19.0 8.9 Pedestrian Calls(#Air) 0 0 0 0 0 Peak Four FactaV 0 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Act Etlit Green(s) 18.6 13.7 20.1 8.3 31.2 29.9 29.9 34.0 18.4 Adj.Flow(,ph)l'- SO'-O 451 130 Actuated g/C Ratio 0.25 0.18 0.27 0.11 0.42 0.40 0.40 0.46 0.25 Shared Lane Traaic!j�,/o) v/c Ratio 0.43 0.61 0.28 0.44 0.72 0.46 0.17 0.14 0.66 Lane Group 8o ,v h) 0 Control Delay 23.0 14.7 21.1 21.6 23.3 19.9 1.6 11.5 28.1 Enter Blockc�Ir rsetion No Na No No No No No No Na No No No Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lane Aligrureat- > Left Left Right Left Left Right Left Left Right Left Left Right Total Delay 23.0 14.7 21.1 21.6 23.3 19.9 1.6 11.5 28.1 Nbdian W dr ft)n OL 12 12 12 12 LOS = C B C C C B A B C LnkOSset( Q CL G 0 J --.Mk0 Approach Delay 16.7 21.5 18.9 26.7 Crosswalk l )Q 16 16 16 16 Approach LOS B C � B C Two way Lane Queue Length 50th(ft) 55 43 25 24 86 128 0 12 120 D-Ieadway Factoi�Q 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Queue Length 95th(ft) 101 85 54 54 149 188 8 31 173 Taming Speed( h) 15 15 -WEEMW 15 Internal Link Dist(it) 789 588 1172 378 Number ofDetetrs 1 2 1 2 1 2 1 1 2 Tiun Bay Length(ti) 100 50 275 135 Detector Templab Lett ' Left llnu Right Deft lhru Base Capacity(vph) 465 931 412 704 1150 Leadlog DetectPr ft) 20 100 20 100 20 100 20 20 100 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 Trailing Detector(fl) 0 0 0 0Mj 0 0 Spillback Cap Reduem 0 0 0 0 0 0 0 0 0 Detector I Postuan(ft) 0 0 0 0 0 0 0 0 0 Storage Cap Reducm 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 Reduced Vc Ratio 0.35 0.57 0.19 0.28 0.67 0.46 0.17 0.10 0.51 Detector 1 Type CI+Ex CI+Ex CI+Ex CN-Ex CI+Ex CI+Ex CI+Ex Cl+Ex CI+Ex Intersection S Detector 1 Charnel _ Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Area Type: Other Detector 1 Queue(s) 0.0 0.0 0.0 0.0 � 0.0 Cycle Lend:90 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Actuated Cycle Length:74.2 Detector 2 Position(ft) 94 94 Natural Cycle:60 Detector2 Size(ft) 6 6 6 6 Control Type:Actuated-Uncoordinated Detector 2 Type Cl+� �+ CI+Ex Ivhxn=v/c Ratio:0.72 Detector 2 Cbannel Intersection Signal Delay.20.4 Intersection LOS:C Detector 2 Extend(s) 0. 0.0 0.0 Intersection Capacity Utilization66.3% ICU Level ofServiceC Turn Type D.P+P NA D.P+P NA D.P+P NA Perm D.P+P NA Analysis Period(min)15 Protected Phases 3 8 ' 4 5 2 Permitted Phases 4 8 6 2 2 10/24/2023 Synchm 11 Report 10/24/2023 Synchro 11 Report Kmiley--Hrrm Page 1 Kniley--Horn Page 2 Teasley Commercial TIA 2029-Background+Site-AM-With Turn Lanes Teasley Commercial TIA 2029-Background+Site-AM-With Turn Lanes Lanes,Volumes,Timings 1:Teasley&WindRlver&Lillianlvfller Lanes,Volumes,Timings 3:Teasley&Fluntersc reekRd/IleightsBlvd Sphts and Phases: 1:Teasley&Wind River&LiOian N&r , ` ~ t ,* 1* + �/ �01 t'J2 ,'_ !0-04 s MR SBL SBT 5 20 s WBR131� Lane Configuratans tf► t�t 1 +0 ) ttt 05 Traffic Volume(vph) MMOM 664 28 1 14 517 1s 20 s Future Vokune(vph) Ideal Flow(vphpl) 1900 191 Storage Length(ff) 0 0 0 0 275 0 275 400 Storage Lanes 0 0 0 0 1 -M- 1 A Taper Length(ft) 25 25 25 25 Lane Uhl.Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.91� Frt 0.935 0.969 0.994 0.850 Fk Protected -0.975 0.963 0.950 IMF-' 0.950 - Satd.How(prot) 1583 Fh Permitted -0.786 djjjjj 0.633 0.405 AL 0.317 Saul.Flow(Pemn) Right Turn on Red Yes Or"'Tes w Satd.Flow(MR) 103 103 8 129 Link Speed(mph) 30 �30 9r 45 45 1 Link Distance(ff) 524 254 390 432 E M Travel Tune(s) =11.9 95.8 5.9 6.5 N o Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 N 00 Adj.Flow(tph) V Shared lane Traffic(%) G Lane Group Flow(vph) 0 17 623 129 y (D Enter Blockedrntersection No No No No No No No No No No No No G1•y > Lane Alignment Left Left Right Left Leff Right Left Leff Right Left Left Right fA Nbdian Width(It) 0 0 12 12 p Q G LmkOffsegfl) 0 0 w Q Crosswalk Width(ft) 16 16 16 16 C) Two way Leff Turn Lane - G FkadwayFactor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _O Turning Speed(mph) 15 1 9 15� 15 9 d Number of Detectors 1 2 1 2 1 2 1 2 1 Q Detector Template Left Thin 1 Leff THEW Leff Thm ---I Ieft Thru Right Leading Detector(11) 20 100 20 100 20 100 20 100 20 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Detector I PosWn(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 NEL20 6 20 Detector 1 Type CI+Ex CI+Ex CI+Ex GfEx CI+Ex CI+Ex CI+Ex C1+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector IDelay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2Position(ft) 94 94 94 94 Detector2 Size(ft) 6 6 6 6 Detector 2 Type GFEx CI Ex C1+Fx Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 Tum Type D.Pm NA D.Pm NA D.P+P NA D.P+P NA Peron Protected Phases 8 2 j 6 Pemvtted Phases 8 4 6 2 6 10/24/2023 Synchm 11 Report 10/24/2023 Synchro 11 Report Kimley--Horn Page 3 Kruley--Flom Page 4 Teasley Commercial TIA 2029-Background+Site-AM-With Turn Lanes Teasley Commercial TIA 2029-Background+Site-AM-With Turn Lanes Lanes,Volumes,Timings 3:Teasley&Hunter;CreekRd/Heights Blvd Lanes,Volumes,Timings 3:Teasley&Hunters CreekRd/Heights Blvd ` 4% t /P. y 1 �/ Splits and Phases: 3:Teasley&Hunters CreekRd/Heights Blvd EET EBR mL WBT WBR mL \001 10? -1�J4 30 s Detector Phase 8 4 4 8 5 2 1 6 6 s, I 4- Switch Phase 08 Mnhnrrn Initial(s) 8.0 8.0 8.0 8.0 8.0 15.0 8.0 15.0 15.0 Mnimum Split(s) 13.5 13.5 13.5 13.5 13.5 20.5 13.5 20.5 20.5 Total Split(s) 30.0 30.0 30.0 30.0 20.0 35.0 20.0 35.0 35.0 Total Split(%) 35.3% 35.3% 35.3% 35.3% 23.5% 41.2% 23.5% 41.2% 41.2% Mrpnn rn Green(s) 24.5 24.5 24.5 24.5 14.5 29.5 14.5 29.5 29.5 Yellow Time(a) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Tire(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Lost Tune Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total LostTure(s) 5.5 5.5 5.5 5.5 5.5 5.5 5.5 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Opturrrize? Yes Yes Yes Yes Yes Vehicle ExtPucinn 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall lvbu, None None None None None Mn None Mn Mn Walk Tirre(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Flash Ibnt Walk s) 26.0 26.0 26.0 26.0 19.0 19.0 19.0 Pedestrian Calls /� 0 0 0 0 0 0 0 Act Effct Green o 12.6 12.6 23.2 25.3 26.5 16.6 16.6 Actuated g/C R17o� 0.24 0.24 0.45 0.49 0.51 0.32 0.32 v/c Ratio v 0.65 0.28 0.27 0.34 0.03 0.38 0.22 Controll)elag 19.7 6.4 8.5 9.9 7.0 16.3 5.1 Queue Daly y 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay a) y > 19.7 6.4 8.5 9.9 7.0 16.3 5.1 LOS to O` B A A A A B A Approach Ik ya Q 19.7 6.4 9.7 14.2 Approach L C Q B A A B Queue len 5 (fr) 43 0 18 41 2 54 0 QueueLengtnt9 i(ft) 106 24 49 120 10 97 28 Internal Link Dish) 444 174 310 352 Turn Bay LengdI t) 1 275 275 Md 400 Base Capacity(2h) 737 624 696 3053 662 3067 1006 Starvation Cap TWductit 0 0 0 0 M 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced Vc Ratio 0.36 0.16 0.20 0.27 0.03 0.20 0.13 Intersection S Area Type: Other Cycle Length:85 r. Actuated Cycle Length:51.5 Natural Cycle:50 qW Control Type:Actuated-Uncoordinated Ivhxn=v/c Ratio:0.65 Intersection Signal Delay 12.5 hnersection LOS:B Intersection Capacity Utilization 46.9% ICU Level of Service A Analysis Period Iran)15 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Ktmley-Horn Page 5 Knrley--Hour Page 6 Teasley Commercial TIA 2029-Background+Site-AM-With Turn Lanes Teasley Commercial TIA 2029-Background+Site-AM-With Turn Lanes Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(Ehn Sch.) Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(Ehn Sch.) * EBT EBR ABL WBT WBR NBU NBL NBT NBR SEE Lane('group Lane Configurations t ? I. ) ++T+ DaneVonfigurations +0 Traffic Volume(vph) 50 Traffic Volume(vph) 528 100 - Future Volume(Wh) 50 Future Volume(Wh) 528 100 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 Storage Length(ft) 240 100 0 0 350 0 500 Storage Length(ft) 0 Storage Lanes 1 1 1 0 1 0 1 Storage Lanes 0 - Taper Length(fl) 25 25 25 25 Taper Length(ft) Lane Uhl.Factor 1.00 1f� 1.00 0.91 1.00 0.91 0.91 0.91 1.00 Lane Uhl.Factor - Frt 0.850 0.909 0.952 Frt 0.976 Flt Protected 0.950- 0.95� 0.950 - 0.950 Flt Protected i - Satd.Flow(prot) 0 0 1770 Satd.How(prot) 4963 0 Flt Pemitted 0.769� 0.7 287 0.171 Flt Permitted - Satd.Flow(perm) 0 0 319 Satd.Flow(perm) 4963 0 Right Turn-RM Right Turn on Red Satd.Flow i.. .y 308 34 111 Satd.Flow(RTOR) 36 Link Speed(mph) W5 35 45 W Link Speed(mph) 45 Link Distance(11 786 516 634 Link Distance(ft) 669 Travel Time(s)t0 N 15.3 10.1 9.6 Travel Time(s) 10.1 - Peak l-lourFactaV 0 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Peak l-lourFactor 0.86 0.86 Adj.Flow(vph)�- SO'-O 58 Adj.Flow(vph) 614 116 Shared Lane Traaic_�) Shared Lane Traffic(%) _ Lane Cnoup8o vPh) Lane Group Flow(vph) 730 0 Enter Blockcc In rsetion No No No No No No No No No No No No Enter Blocked hrtersection No No Lane Aligrunwt- > Left Left Right Left Left Right RNA Left Left Right RNA Left Lane Alignment Left Right NEdianWicd ft)n 0 12 12 12 NEdianWidth(ff) 12 Link Offset( Q Q 0 0 LmkOfsegfl) 0 Crosswalk 4 hflt)Q 16 16 16 Crosswalk Wrdth(ft) 16 Tvw way Lane Tvm way Left Turn Lane IkadwayFacto rL 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IkadwayFactor 1.00 1.00 Tlunhig Speed&h) 15 IMENEW-79 15 9 15 15 Tlunhig Speed(mph) Number ofDetetrs 1 2 1 1 2 1 1 2 1 1 Number of Detectors 2 DetectorTeff4)L* left Thru Right Left Leff Left Thar Left Detector Template IeadlogatectPr ft) 20 100 20 20 100 20 20 100 20 20 Leading Detector(11) 100 Trailing Detector(fl) 11001.L 0 �0 0 0 0 0 Jw 0 Trailing Detector(ft) 0 Detector I Postuon(ft) 0 0 0 0 0 0 0 0 0 0 Detector I Postuon(ft) 0 Detector 1 Size(ft) 20 20 6 i 20 Detector 1 Size(ft) 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CN-Ex Detector 1 Type CI+Ex Detector 1 Charnel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 1 0.0 Detector 1 Queue(s) 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 Detector 2Position(8) 94 Detector 2Position(8) 94 Ietector2 Size(ft) 6 6 6 Ietector2 Size(ft) 6 Detector 2 Type Fx Detector 2 Type CI+Ex Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) P0.0 � 0.0 Detector 2 Extend(s) 0.0 Tura Type D.P+P NA Perm D.P+P NA D.P+P D.P+P NA custom D.P+P Tian Type NA Protected Phases 7 4 - 8 5 5 1 Protected Phases 6 Pernitted Phases 8 4 4 6 6 1 2 Pernitted Phases 10/24/2023 Synchro 11 Report 1024/2023 Synchro 11 Report Khnley--Horn Page 7 Kniley--Flom Page 8 Teasley Commercial TIA 2029-Background+Site-AM-With Turn Lanes Teasley Commercial TIA 2029-Background+Site-AM-With Turn Lanes Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(Ehn Sch.) Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(Ehn Sch.) ` .4\ t "* l! Splits and Phases: 5:Teasley&RyanNvbeeler(Ehn Sch.) EBT EBR WBL WBT WBR NBU ML NUT NBR SBU SBL --*24 20 s IktectorPhase 7 4 4 3 8 5 5 2 1 1 ` I SwitchPha.Se tlfl5 + �J5 ,` t- j_ Mnhnnn Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 15.0 5.0 5.0 Mnimum Split(s) 12.0 11.0 11.0 12.0 12.0 12.0 12.0 21.0 12.0 12.0 Total Split(s) 20.0 30.0 30.0 20.0 30.0 20.0 20.0 40.0 20.0 20.0 Total Split(%) 18.2% 27.3% 27.3% 18.21/. 27.3% 18.2% 18.2% 36.4% 18.2% 18.2% Maxhmmn Green(s) 13.0 24.0 24.0 13.0 23.0 13.0 13.0 34.0 13.0 13.0 Yellow Time(s) 3.5 4.0 4.0 3.5 3.5 3.5 3.5 4.5 3.5 3.5 All-Red Time(s) 3.5 2.0 2.0 3.5 3.5 3.5 3.5 1.5 3.5 3.5 Lost Tane Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Tare(a) 7.0 6.0 6.0 7.0 7.0 7.0 6.0 7.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead lead Lead-Lag Opbnmw? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle ExtPucinn!l 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 RecallMwc None None None None None None None Mn None None Walk Time(s) 5.0 5.0 5.0 5.0 Flash Ibnt Walk s) 27.0 27.0 27.0 24.0 Pedestrian Calls /CJ 0 0 0 0 Act Effct teen o 21.9 8.1 8.1 18.6 7.8 29.4 26.5 31.1 Actuated g/C Rkr,o� 0.29 0.11 0.11 0.24 0.10 0.38 0.35 0.41 v/c Ratio v 0.37 0.11 0.70 0.57 0.28 0.58 0.61 0.23 Control Dela� 7 22.6 34.7 13.7 27.2 22.2 19.5 21.5 14.2 Queue De y N 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total lklay a) �• > 22.6 34.7 13.7 27.2 22.2 19.5 21.5 14.2 LOS c to O` C C B Am C B C B Approach Ikya Q 17.7 26.2 21.2 Approach LOS C Q B � C C Queue Len 5 (8) 60 10 0 78 10 57 139 14 Queue Lengttt9 i(ft) 124 32 61 44 112 205 37 hhtemal Link Dish) 706 _ 436 554 Turn Bay Lengdr) 240 100 350 500 Base Capacity( h) 437 2256 399 Starvation Cap Wductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.37 0.04 0.43 0.52 0.10 0.50 0.47 0.15 Intersection S Area Type: Other Cycle Length:110 - Actuated Cycle Length:76.6 Natural Cycle:60 Control Type:Actuated-Uncoordinated Ivh.xn=v/c Ratio:0.70 Intersection Signal Delay 22.1 hrtersection LOS:C Intersection Capacity Utilization 71.7% ICU Level of Service C Analysis Period(nin)15 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Kanley--Horn Page 9 Kanley--Horn Page 10 Teasley Commercial TIA 2029-Background+Site-AM-With Turn Lanes Teasley Commercial TIA 2029-Background+Site-AM-With Turn Lanes Lanes,Volumes,Timings 5:Teasley&Ryan/wneeler(E>rn Sch.) Lanes,Volumes,Timings 6:Teasley&Robinson 1 --I -- --* f-- ~ *- f, 4\ T /,. " EBL EBT EBR ABL wBT WBR mu mL NET im Detector Phase 6 Lane Configurations T# I. ) W. Switch Phase Traffic Volume(vph) 30 6 398 Mnaiwm Initial(s) 15.0 Future Volume(Wh) 30 6 398 Minimum Split(s) 21.0 Ideal Flow(vphpl) Total Split(s) 40.0 Storage Length(ft) 0 0 0 0 350 0 350 Total Split(%) 36.4% Storage Lanes 1 0 1 0 1 0 1 Ivhximutn Green(s) 34.0 Taper Length(ft) 25 25 25 25 Yellow Time(s) 4.5 Lane Uhl.Factor 1.00 �.00 1.00 1.00 1.00 0.91 1.00 0.91 0.91 0.91 1.00 All-Red Time(s) 1.5 Fit 0.987 0.851 0.993 Lost Thine Adjust(s) 0.0 Fk Protected 0.950 0.950 0.950 0.950 Total Lit Tmte(s) 6.0 Said.Flow(prot) 0 0 1770 Lead/Lag Lag FltPemrihed 0.331 JW 0.734 _dft 0.401 0.322 Lead-Lag Optimize? Yes Said.Flow(perm) Vehicle ExtPmcinn(cl 3.0 Right Turn on Red Yes Recall Nina, Min Said.Flow(RTOR) 3 422 7 Walk Time(s) 5.0 Link Speed(mph) 0 30 45 Flash Ibnt Walk) 24.0 Link Distance(11) 429 558 1550 Pedestrian Calls /� 0 Travel Time(s) 9.8 12.7 23.5 1W Act EffA Green o 19.6 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Actuated g/C RABo� 0.26 Adj.Flow(vph) 33 7 437 v/c Ratio v 0.56 Shared Lane Traffic(%) Control Dela� 25.8 Lane Group Flow(vph) 706 0 0 444 Queue Dela 0.0 Enter Blocked Intersection No ND Nb No No No No No Nb No No No Total Delay a) 25.8 Lane Alignment Left Left Right Left Left Right RNA Left Ieff Right RNA Left IDS G H 0 C Nbdian Width(ff) 12 12 12 Approachl yQ Q 24.9 LmkOffsegfl) 0 0 Approach LOS C Q C Crosswalk Width(ft) 16 16 16 Queue Leap 5 (ft) 102 TWa way Leff Thin Lane QueueLen 9 ($) 154 Headway Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Internal Lek Dish) 589 Turning Speed(mph) 15 1 9 15� 9 15 9 9 15 Turn Bay LengdI t) Number ofDetectors 1 2 1 2 1 1 2 1 1 Base Capacity( h) 2271 Detector Template Left Thtu Leff Tl Leff Left Thtu left Leff Starvation Cap fWductit 0 Leading Detector(11) 20 100 20 100 20 20 100 20 20 Spillback Cap Reducm 0 Trailing Detector(ft) 0 0 0 0 0 0 0 Storage Cap Reductn 0 Detector I Position(ft) 0 0 0 0 0 0 0 0 0 Reduced Vc Ratio 0.32 Detector 1 Size(ft) 20 6 20 6 MdMML_ 6 MM 20 Detector 1 Type CI+Ex CI+Ex CI+Ex C1+Ex CI+Ex CI+Ex CI+Ex C1+Ex CN-Ex Intersection Summary Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2Position(ff) 94 94 94 - Letector2 Size(ft) 6 6 6 Detector 2 Type CREK CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 Tum Type D.P+P NA D.P+P NA D.P+P D.P+P NA DP-P D.P+P Protected Phases 7 3 8 5 5 2 1 1 Pemvtted Phases 8 4 6 6 2 2 10/24/2023 Synchro 11 Report 1024/2023 Synchro 11 Report Icinley--Hom Page 11 Kniley--Flom Page 12 Teasley Commercial TIA 2029-Background+Site-AM-With Turn Lanes Teasley Commercial TIA 2029-Background+Site-AM-With Turn Lanes Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson S13T Lane Group = EBT EBR wBL wBT mR NBU NBL NBT NBR SBU SBL Laner[bnfigurations +"['T, Detector Phase 7 4 3 8 5 5 2 1 1 Traffic Volume(vph) 571 5 Switch Phase Future Volume(vph) 571 5 Mmmum Initial(s) 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 8.0 Ideal Flow(vphpl) 1900 1900 Mnimum Split(s) 13.5 23.5 13.5 23.5 13.5 13.5 23.5 13.5 13.5 Storage Length(f) 0 Total Split(s) 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 20.0 Storage Lanes _ 0 Total Split(/) 19.0% 28.6% 19.0% 28.6% 19.0% 19.0% 33.3% 19.0% 19.0% Taper Length(fl) Nhximum Green(s) 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 14.5 Lane Uhl.Factor Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Fn 0.999 All-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Fk Protected MEMEL NEW- Lost Tmre Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Satd.Flow(prot) 5080 0 Total Lost Tare(s) 5.5 5.5 5.5 5.5 5.5 5.5 5.5 Fh Pemvtted ! Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead Satd.Flow(perm) 5080 0 Lead-LagOptimze? Yes Yes Yes Yes Yes Yes Yes Yes Yes Right Turn-Rrd� Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Satd.Flow t. --) 1 Recall Mxle None None None None None None Mn None None Link Speed(mph) 45 Act Effct Green(s) 13.3 9.7 12.4 12.1 36.8 17.0 32.0 Link Distance(11 564 Actuated g/C Ratio 0.21 0.15 0.20 0.19 0.58 0.27 0.51 Travel Time(s)EEC N 8.5 We Ratio 0.03 0.12 0.13 0.66 0.02 0.52 0.77 Peak l-IourFactaV 0 0.91 0.91 Control Delay 17.6 25.3 19.1 8.5 8.9 22.1 22.8 Adj.Flow(vph) 8 627 5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Shared Lane Ta4"e ) Total D clay 17.6 25.3 19.1 8.5 8.9 22.1 22.8 Lane Group vim) 632 0 LOS B C B A A C C Enter Bbcl Ir rs'etion 1% No Approach Delay 23.7 9.4 21.9 Lane Aligun@ht I > Left Right Approach LOS C A C NEdian%d%ff)n 0 12 Queue Length 50th(fl) 3 9 12 1 1 68 54 Imkoffset(16 Q G 0 Queue Length 95th(ft) 12 38 34 77 10 153 #327 Crosswalk V*dtlo)Q 16 Internal Link Dist(fl) 349 478 1470 Ttvo way Lane Tam Bay Length(1) 350 350 Ikadway Facto L 1.00 I Base Capacity(vph) 455 737 500 887 687 2436 580 Turing Speed( h) Starvation Cap Reducta 0 0 0 0 0 0 0 Number ofDetetrs 2 Spillback Cap Reductn 0 0 0 0 0 0 0 Detector TempL* Tlmr Storage Cup Reductn 0 0 0 0 0 0 0 Leading DetectPr ft) 100 Reduced We Ratio 0.02 0.05 0.08 0.48 0.01 0.29 0.77 Trailing Detector(fl) 0 Detector I Position(ft) 0 Intersection Summary Detector I Size(ft) 6 Area Type: Other Detector I Type CI+Ex Cycle Length:105 Detector 1 Channel Actuated Cycle Length:63.2 Detector I Extend(s) 0.0 Natural Cycle:80 Detector 1 Queue(s) 0.0 Control Type:Actuated-Uncoordinated Detector Delay(s) 0.0 Maxm mWeRatio:0.77 Detector Position(ft) 94 Intersection Signal Delay.16.4 Intersection LIDS:B Detector2Size(ft) 6 Intersection Capacity Utilization72.5% ICU Level ofServiceC Detector 2 Type CI+hx Analysis Period(min)15 Detector 2 Channel # 95th percentile volume exceeds capacity,queue maybe longer. Detector 2 Extend(s) 0.0 Queue shown is maximum after two cycles. Tura Type NA Protected Phases 6 Perri ifted Phases 10/24/2023 Synchro I I Report 10/24/2023 Synchro I I Report Icanley--Hom Page 13 Kariley--Hom Page 14 Teasley Commercial TIA 2029-Background+Site-AM-With Turn Lanes Teasley Commercial TIA 2029-Background+Site-AM-With Turn Lanes Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson Splits and Phases: 6:Teasleey&Robinson 1 �/ 1401 1 I I O' -"14 Lane Group = SBT SBR Rls I lktectorPhase 6 - *05 + 05 '�T �08 Switch Phase Mninr un Initial(s) 15.0 Mnimum Split(s) 23.5 Total Split(s) 35.0 Total Split('/o) 33.3 Nhxh=Green(s) 29.5 Yellow Time(a) 3.0 All-Red Time(s) 2.5 Lost Tine Adjust(s) 0.0 Total Lost Time(a) 5.5 Lead/Lag Lag Lead-Lag Optrtrrize? Yes - Vehicle Extension(a) 3.0 Recall Mxle Mn - Act Effct Green(s) 35.6 Actuated g/C Ratio 0.56 - E M We Ratio 0.22 N o Control Delay 10.1 - Queue Delay 0.0 00 V Total Delay 10.1 G LOS B ++ Approach Delay 15.3 d y > Approach LOS B c to O` Queue Length 50dr(fl) 23 O Q CL G Queue Length 95th(fl) 121 w C Q Internal Link Dist(fl) 4M d Turn Bay Length(1t) U CL Base Capacity(vph) 2879 _O Starvation Cap Reductn 0 d Spillback Cap Reductn 0 Q Storage Cap Reductn 0 Reduced u/c Ratio 0.22 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Kanley--Horn Page 15 Knrley--Born Page 16 Teasley Commercial TIA 2029-Background+Site-AM-With Turn Lanes Teasley Commercial TIA 2029-Background+Site-AM-With Turn Lanes Lanes,Volumes,Timings Z Teasley&Wheeler Ridge Lanes,Volumes,Timings Z Teasley&wheeler Ridge EBL EBT IBR mu NBL NBT NBR SBU Iao� Iane Configurations '� f► ttl;- lane Configurations I '{'"{''', Traffic Volume(vph) 16 500 12 3 Traffic Volume(vph) 59 551 16 1 Future Volume(vph) 16 500 12 3 Future Volume(Wh) 59 551 16 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 1900 1 Storage Length(ff) 0 0 0 0 275 0 Storage Length(ff) 275 0 Storage Lanes 1 0 1 0 1 Storage Lanes 1 0 Taper Length(ft) 25 25 25 Taper Length(ff) 25 Lane Uhl.Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.91 0.91 0.91 Lane Uhl.Factor 1.00 0.91 0.91 1 Frt 0.854 0.852 0.996 Frt 0.996 Fk Protected 0.950 r 0.950 - 0.950 Fk Protected 0.950 ' 1 Satd.Flow(prot) 0 0 Satd.How(prot) 1770 5065 0 Fk Pemvtted �0.679 , 0.713 0.411 Fk Permitted 0.436 Satd.Flow(pemn) 0 0 Satd.Flow(pemn) 812 5065 0 Right Turn on RM Yes Right Turn on Red ' Satd.Flow i --) 65 120 3 Satd.Flow(RTOR) 4 Link Speed(mph) 30 OW 30 45 Link Speed(mph) 45 1 Link Distance(11 213 322 4573 link Distance(ff) 1550 Travel Tvne(s)Et0 N 4.8 7.3 69.3 Travel Tvne(s) 23.5 1 Peak l-lourFacwV 0 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Peak l-lourFactor 0.93 0.93 0.93 Adj.Flow(vph)�- SO'-O 17 538 13 3 Adj.Flow(vph) 63 592 17 1 Shared Lane Traaic!j�,_!o) Shared Lane Traffic(%) _ Lane Group 8o vPh) 34 551 0 0 Lane Group Flow(vph) 66 609 0 Enter Blocks' In rsetion No Nb No No No No No No No No No No Enter Blocked Intersection No Nb No Lane Alignruwt•y > RNA Left Left Right Left Left Right RNA Left Left Right RNA Lane Alignment Left Left Right NEdian W, dt ff)n 0 12 12 12 NEdian Widths ff) 12 Linkoffset(16 a Q 0 0 o J Lmkoffsegfl) 0 Cross"A Viwdo)Q 16 16 16 Crosswalk Wrdth(ft) 16 TxNu way Lane Tuo way Leff Tun Lane IkadwayFacto ra 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I-kadwayFactor 1.00 1.00 1.00 Turning Speed( h) 15 9 ANOM..15 Turning Speed(mph) 15 1 9 Number ofDetetrs 1 1 2 1 2 1 1 2 1 Number of Detectors 1 2 Detector Templab Left Thm _ Ieff Detector Template Left Thru_ LeadlogatectPr ft) 20 20 100 20 100 20 20 100 20 Leading Detector(11) 20 100 Trailing Detector(fl) �0 0 0 0 0 Trailing Detector(fl) 0 Detector I Postuon(ff) 0 0 0 0 0 0 0 0 0 Detector I Postuon(ft) 0 0 Detector 1 Size(ft) 6 20 Detector 1 Size(ft) 20 6'� Detector 1 Type CI+Ex CI+Ex CI+Ex CN-Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Type CI+Ex CI+Ex Detector 1 Charnel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0� 0.0 Detector 1 Queue(s) 0.0 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 0.0 Detector2Positioniff) 94 94 ' Detector 2Position(ff) 94 Ietector2 Size(ft) 6 6 6 Detector-2 Size(ft) 6 Detector 2 Type CI+Ex C1FEx Detector 2 Type Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) 0. 0.0 Detector 2 Extend(s) Tum Type custom D.P+P NA D.P+P NA custom D.P+P NA D.P+P Tum Type D.P+P NA Protected Phases 5 2 1 Protected Phases 1 Pernitted Phases 7 8 4 5 6 2 Pernitted Phases 2 10/24/2023 Synchro 11 Report 1024/2023 Synchro 11 Report Kanley--Hon Page 17 Kmdey--Flom Page 18 Teasley Commercial TIA 2029-Background+Site-AM-With Turn Lanes Teasley Commercial TIA 2029-Background+Site-AM-With Turn Lanes Lanes,Volumes,Timings Z Teasley&Wheeler Ridge Lanes,Volumes,Timings Z Teasley&Wheeler Ridge 7 ` - 4- it s` f /► l4 SphLsandPhases: 7:Teasley&Wheeler Ridge EBL EBT EBR ABL WBT WBR mu NBL NBT NBR SBU 1401 102 ♦ 03 �L;i ZO s 30 s Detector Phase 7 7 4 3 8 5 5 2 1 II r Switch Phase �J� + Mnunnun Initial(s) 8.0 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 S 17n s Mnimum Split(s) 13.5 13.5 13.5 13.5 13.5 13.5 13.5 20.5 13.5 Total Split(s) 20.0 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 Total Split(%) 19.0% 19.0% 28.6% 19.0% 28.6% 19.0% 19.0% 33.3% 19.0% Maxiun rn Green(s) 14.5 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 AIi-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Lost Thoe Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 Total LostTure(s) 5.5 5.5 5.5 5.5 5.5 5.5 Lead/Lag Lead Lead Lag lead Lag Lead Lead Lag Lead Lead-Lag Opbruize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle ExtPucinn!l 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mwc None None None None None None None Mn None Walk Tune(s) 5.0 5.0 5.0 Flash Ibnt Walk s) 26.0 26.0 19.0 Pedestrian Calls /CJ 0 0 0 Act Effct Green o 12.8 13.4 14.7 8.9 25.7 22.4 Actuated g/C RABo� 0.25 0.26 0.29 0.17 0.50 0.44 v/c Ratio v 0.11 0.14 0.06 0.33 0.06 0.25 Contmll)ebg 14.3 8.0 13.8 9.0 9.5 15.9 Queue De la y 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay N - > 14.3 8.0 13.8 9.0 9.5 15.9 LOS fy/l 0 B A n A A B Approach Ay5 Q 10.5 9.8 15.6 Approach LOS C Q B B Queue Len 5 (8) 11 1 6 1 6 62 Queue Lengttt9 i(ft) 30 31 19 93 Internal Link Dish) 133 242 4493 Turn Bay Lengdr) 275 Base Capacity( h) 634 857 639 881 721 3338 Starvation Cap Nductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced Vc Ratio 0.07 0.08 0.04 0.14 0.05 0.17 Intersection S Area Type: Other Cycle length:105 Actuated Cycle Length:51.1 Natural Cycle:65 q Control Type:Actuated-Uncoordinated Nhxninn v/c Ratio:0.33 - Intersection Signal Delay.13.7 Intersection LOS:B Intersection Capacity Utilization 41.9% ICU Level of Service A Analysis Period(nin)15 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Ktmley-Horn Page 19 Kvuley--Horn Page 20 Teasley Commercial TIA 2029-Background+Site-AM-With Turn Lanes Lanes,Volumes,Timings Z Teasley&Wheeler Ridge NEEL Detector Phase 1 6 Switch Phase Mnaiwminitial(s) 8.0 15.0 Mnimum Split(s) 13.5 20.5 Total Split(s) 20.0 35.0 Total Split(%) 19.0% 33.3% Niodnnun Green(s) 14.5 29.5 Yellow True(s) 3.0 3.0 All-Red Tare(s) 2.5 2.5 Lost Thne Adjust(s) 0.0 0.0 Total Lost Tire(s) 5.5 5.5 Lead/Lag Lead lag Lead-Lag Opt nw? Yes Yes Vehicle ExtPncion!l 3.0 3.0 Recall Mw, None Mn Walk Tune(s) 5.0 Flash Ibnt Walk s) 19.0 Pedestrian Calls /� 0 Act Effct Green o 24.8 24.7 Actuated g/C Rk6.� 0.49 0.48 v/c Ratio v o 0.12 0.25 Control Dela� r- 7 9.7 13.9 Queue Dela 3'0 0.0 0.0 Total Delay N N j 9.7 13.9 LOS c to O` A B J Approach Ik y< Q 13.5 Approach LOS C Q B Queue Len 5 (8) 13 46 Queue Len g i 9 i(8) 32 102 _ Internal Link Dish) 1470 Turn Bay Lengdr) 275 Base Capacity( h) 731 3338 Starvation Cap aductn 0 Spillback Cap Reductn 0 0 Storage Cap Reductn 0 Reduced Vc Ratio 0.09 0.18 Intersection Summary, 10/24/2023 Synchm 11 Report Ktmley--Horn Page 21 Teasley Commercial TIA 2029-Background+Site-AM-With Turn Lanes Teasley Commercial TIA 2029-Background+Site-AM-With Turn Lanes HCM 6th TWSC 4:Teasley&CentralIkive HCM 6th TWSC 8:Ryan&South Drive Intersection lll� I Intersection hit Delay,s/veh 0.2 hit alay,s/veh 1.6 Ivbvement EBL EBR NBL NBT SBT SBR Ivbvement EBL EBT WBT WBR SBL SBR Lane Configurations iff ttt ttT. Lane Configurations ) t Ir. Y Traffic Vol,veh/h 0 27 0 808 655 33 Traffic Vol,veh/h — Future Vol,veh/h 0 27 0 808 655 33 Future Vol,veh/h Cori ictutg Peds,#/hr 0 0 0 0 0 0 Cori ictutg Peds,#/hr 0 0 0 0 0 0 — Sign Control Stop Stop Free Free Free Free Sign Control Free Free Free Free Stop Stop RT ChanneLed None one one RT ChanneLed - None None — Storage Length 0 - Storage Length 250 0 Veh in Adian Storage,# 0 - 0 0 Veh in Adian Storage,# - — Grade,% 0 - - 0 0 - _ Grade,% - 0 0 0 Peak Hour Factor 92 92 92 92 92 92 Peak Hour Factor 86 86 86 86 Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 Mint Flov ) 29 0 878 712 36 Mvmt Flow 34 460 294 62 Nbior/Mnor Mnor2 WAiorl Nh'or2 Nhjor/Mnor Conflicting Flow N - 374 - 0 - 0 Conflicting Flow All 356 0 - 0 853 325 Stage 1 N C) Stage 1 - - 325 - Stage 2~ �5 Stage 2 - 528 - Critical Hd V o 7.14 CriticalHdwy 4.12 6.42 6.22 - CriticalHd tj1 - - - - - - Critical FiNy Stg I - - - - 5.42 - CnttcalI-IdvVLC8 '2 N - - - - - - Critical f1dwy Stg 2 - - - - 5.42 - Follow up N > - 3.92 - - - - Follow up Fldwy 2.218 - - - 3.518 3.318 Pot Cap-1 re 0 532 0 Pot Cap-1 Nhneuver 1203 330 716 StageO Qr Q 0 - 0 Stage 1 - 732 - Stage.g. C Q 0 - 0 Stage 2 - 592 - Platoon bloa4- Platoon blocked, Lvbv Cap-1 Man&er - 532 - Lvbv Cap-1 Maneuver 1203 321 716 Nbv Cap-2 NInaver - - - - - - Nbv Cap-2 Nlineuver - - - - 321 - Stage 1 Stage 1 712 Stage 2 Q Stage 2 592 Approach EB NB SB Approach EB WB SB FICM Control Delay,s 12.2 0 0 HCMControl Delay,s 0.6 0 16.1 HCMLDS B HCMLDS C NLnOr Lane/Nhjor Nfyntt NBTEBLnl SBT SBR NLnOr Lane/Nhjor Nforit EBL EBT WBT WBRSBLnI Capacity(veh/h) 532 Capacity(veh/h) 1203 399 I ICMIane V/C Ratio 0.055 HCMIane V/C Ratio 0.028 0.189 HCIviControl Delay(s) 12.2 HCMControlLklay(s) 8.1 F"Lane LOS - B - - F"Lane LOS A - - - C FICM95th%tile Q(veh) 0.2 FICM95th%tile Q(veh) 0.1 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Kmiley--Hour Page 1 Knriley--Hour Page 2 Teasley Commercial TIA 2029-Background+Site-PM -With Turn Lanes Teasley Commercial TIA 2029-Background+Site-PM -With Turn Lanes Lanes,Volumes,Timings 1:Teasley&windRiter&LillianN511er Lanes,Volumes,Timings 1:Teasley&wind River&LillianMiller :n -.4 -- --* "r ~ ,- -,\ t r 11, 4 r E13T. EBT EBP w3L war s LaneGrotm I.Configurations '�''Ft '�''� '�"�' Lane r[:onfigumtions +T, Traffic Volume(vph) 1 71 Traffic Volume(vph) 605 224 Future Volume(Wh) 1 71 Future Volume(Wh) 605 224 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 Storage Length(ft) 100 0 50 0 275 0 135 Storage Length(ft) 0 Storage Lanes 1 0 1 0 1 1 1 Storage Lanes 0 Taper Length(ft) 25 25 25 25 Taper Length(ft) Lane Utit Factor 0.95 1.00 0.95 0.95 1.00 0.95 0.95 1.00 0.95 �5 1.00 Lane Utit Factor - Frt 0.892 0.945 0.850 Frt 0.959 Fk Protected 0.950 0.950 0.950 0.950 Fk Protected - Saul.Flow(prot) 1583 0 1770 Satd.How(prot) 3394 0 Fk Pemritted �0.390 = 0.278 J� 0.158 0.255 Flt Permitted - Satd.Flow(perm) 475 Satd.Flow(perm) 3394 0 Right Turn-RPd Right Turn on Red Sort Flow,---) 436 110 182 Sort Flow(RTOR) 58 Link Speed(mph) 40 30 Link Speed(mph) 35 Link Distance(11 869 668 1252 Link Distance(11) 458 Travel Tane(s) N 14.8 15.2 19.0 Travel Tvne(s) 8.9 - Peak Hour FactoD Co 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Peak Hour Factor 0.91 0.91 Adj.Flow(vph)�- SO'-O 1 78 Adj.Flow(vph) 665 246 Shared Lane T4ki /) Shared Lane Traffic(%) Lane Ciroup8o vRh) Lane Group Flow(vph) 911 0 Enter Blockc�I 1setim Alo Na No No No No No No No No No No Enter Blocked Intersection Alo No Lane Alignment- > RNA Left Left Right Leff Left Right Leff Left Right RNA Ie$ Lane Alignment Left Right - NEdianWic ftp 0 12 12 12 NEdian Width(ft) 12 iinkoffseq a Q 0 0 0 Lmkoffsegfl) 0 Crosswalk 4 l¢ft)Q 16 16 16 Crosswalk Wrdth(ft) 16 Two way Lane Two way Leff Turn Lane Ileadway Facto FFL 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fi2adwayFactor 1.00 1.00 Turning Speed( h) 15 9 15 15 Tanmg Speed(mph) Number ofDetetrs 1 1 2 1 2 1 2 1 1 1 Number of Detectors 2 DetectorTemplab Leff Thm leg Thou Right Ie$ Left Detector Template LeadlogatectPr ft) 20 20 100 20 100 20 100 20 20 20 Leading Detector(11) 100 Trailing Detector($) �0 0 jEL 0 0 0 0 Trailing Detector(ft) 0 Detector I Postuun(ft) 0 0 0 0 0 0 0 0 0 0 Detector I Postuon(ft) 0 Detector 1 Size(ft) 20 20 20 Detector 1 Size(ft) 6 Detector 1 Type CI+Ex CI+Ex CI+Ex GfEx CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Type CI+Ex Detector 1 Channel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 Detector 2Position(ft) 94 94 Detector 2Position(ft) 94 Ietector2 Size(ft) 6 6 6 Ietector2 Size(ft) 6 Detector 2 Type CI+Ex CI+Ex Detector 2 Type CI+Ex Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) 0.0 Detector 2 Extend(s) 0.0 Tura Type custom D.P+P NA D.P+P NA D.P+P NA Perm custom D.P+P Turn Type NA Protected Phases 7 4 5 -1111W- 1 Protected Phases 6 Permitted Phases 3 4 8 6 2 1 2 Permitted Phases 10/24/2023 Synchro 11 Report 1024/2023 Synchro 11 Report Eadey--Horn Page 1 Kanley--Flom Page 2 Teasley Commercial TIA 2029-Background+Site-PM -With Turn Lanes Teasley Commercial TIA 2029-Background+Site-PM -With Turn Lanes Lanes,Volumes,Timings 1:Teasley&WmdRiver&Iruiu,Muer Lanes,Volumes,Timings 1:Teasley&WmdRiver&IruianNl&r EBT EBR ABL WBT WBR NBL NBT NBR SBU sBL Lane Group = SBT SBR Detector Phase 31 3 8 7 4 5 2 2 1 1 Detector Phase 6 Switch Phase Switch Phase Morava.Initial(s) 4.0 5.0 4.0 5.0 4.0 15.0 15.0 4.0 4.0 Mninmrn Initial(s) 15.0 Mnimum Split(s) 10.0 10.0 11.0 10.0 11.0 10.0 21.0 21.0 10.0 10.0 Mninum Split(s) 21.0 Total Split(s) 20.0 20.0 20.0 20.0 20.0 20.0 30.0 30.0 20.0 20.0 Total Split(s) 30.0 Total Split(%) 22.2% 22.2% 22.2% 22.2% 22.2% 22.2% 33.3% 33.3% 22.2% 22.2% Total SplitClo) 33.3% Mrminnmt Green(s) 14.0 14.0 14.0 14.0 14.0 14.0 24.0 24.0 14.0 14.0 Maxh=Green(s) 24.0 Yellow Time(a) 3.5 3.5 4.0 3.5 4.0 3.5 4.5 4.5 3.5 3.5 Yellow Time(a) 4.5 All-Red Time(s) 2.5 2.5 2.0 2.5 2.0 2.5 1.5 1.5 2.5 2.5 All-Red Tmie(s) 1.5 Lost Trtne Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lost Tmre Adjust(s) 0.0 Total Lost Tmie(s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Total Lost Tmie(a) 6.0 Lead/Lag Lead Lead Lag Lead Lag Lead Lag Lag Lead Lead Lead/Lag Lag Lead-Lag Opbnmw? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Lead-Lag Optimize? Yes Vehicle ExtP..i- 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Vehicle Extension(a) 3.0 Recall Ivbu, None None Mn None Mn None Mn Mn None None Recall Nbde Mn - Walk Time(s) 6.0 6.0 6.0 6.0 Walk Time(s) 6.0 Flash Ibnt Walk)/CJ 25.0 25.0 21.0 21.0 Flash Ibnt Walk(s) 21.0 - Pedestrian Calls 0 0 0 0 Pedestrian Calls(#/hr) 0 Act Etict teen o 24.4 14.4 24.4 11.7 37.9 32.9 32.9 39.3 Act Etict Green(s) 23.9 - Actuated g/C RAro� 0.28 0.17 0.28 0.14 0.44 0.38 0.38 0.45 Actuated g/C Ratio 0.28 v/c Ratio v 0.68 0.87 0.46 0.67 1.20 0.57 0.18 0.24 v/c Ratio 0.93 - ControlDelag 31.8 27.4 25.0 31.2 139.6 25.2 1.9 14.1 Control Delay 46.1 Queue Dela�5 y N 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Delay 0.0 - Total Delay N •y > 31.8 27.4 25.0 31.2 139.6 25.2 1.9 14.1 Total Delay 46.1 LOS to C C C C F C A B LOS D Approach Ik ya CL 28.5 29.6 60.9 Approach Delay 43.6 Approach Iffi C Q C C E Approach LOS D Queue Len 5 (fl) 99 95 50 71 -260 184 0 22 Queue Length 50th(fl) 246 Queue Lengt r 9 i(fl) 161 #209 91 117 #459 263 16 47 Queue Length 95th(fl) #384 Internal Link Dish) 789 588 1172 Internal Link Dist(fl) 378 Turn Bay Lengtj 100 50 275 135 Turn Bay Length(tt) Base Capacity( h) 386 908 372 635 368 1349 716 449 Base Capacity(vph) 986 Starvation Cap fWductn 0 0 0 0 0 0 0 0 Starvation Cap Reductn 0 Spillback Cap ReduLtn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 Reduced v/c Ratio 0.63 0.85 0.36 0.58 1.20 0.57 0.18 0.18 Reduced Vc Ratio 0.92 Intersection S Intersection Suninary Area Type: Other Cale Length:90 Actuated Cycle Length:86.4 Natural Cycle:90 Control Type:Actuated-Uncoordinated Ivh.xn=v/c Ratio:1.20 Intersection Signal Delay 43.8 Intersection LOS:D Intersection Capacity Utilization 94.7% ICU Level of Service F Analysis Period(min)15 Volume exceeds capacity,queue is theoretically infinite. Queue shown is tnaxurnnn after two cycles. 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Icanley--Hum Page 3 Kniley--Horn Page 4 Teasley Commercial TIA 2029-Background+Site-PM -With Turn Lanes Teasley Commercial TIA 2029-Background+Site-PM -With Turn Lanes Lanes,Volumes,Timings 1:Teasley&WindRivzr&LillianMuer Lanes,Volumes,Timings 3:Teasley&Hunters Creek xd/IleightsBlvd # 951h percentile vohune exceeds capacity,queue maybe longer. Queue shown is maximum after two cycles. WBR NBR SBL SET SER Splits and Phases: 1:Teasley&W�rd River&Lillian N311er Lane Configurations 41► 41� Q Q F. I +++ r 4 1401 I©2 , !0-04 Traffic Volume(vph) 51 1 66 994 87 30 s 20 s Future Vokune(Wh) 51 66 994 87 Ideal Flow(vphpl) 1900 4N 05 - - 8 Storage Length(ff) 0 0 0 0 275 0 275 400 30 s 20 s Storage Lanes 0 0 0 0 1 rM, 1 1 Taper Length(ff) 25 25 25 25 Lane Utit Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 �1 1.00 0.91� Frt 0.935 0.954 0.993 0.850 Fk Protected 0.975 0.968 0.950 0.950 - Satd.How(prot) 1583 Fh Permitted 0.816 0.768 0.212 L 0.195 Satd.Flow(pemr) Right Turn on Red Yes Satd.Flow(MR) 103 103 10 103 Link Speed(mph) 30 �30 45 45 14 Link Distance(ff) 524 254 390 432 E M Travel Trne(s) 11.9 1W.8 5.9 6.5 N o Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 N 00 Adj.Flow(tph) 55 72 1080 95 V Shared lane Traffic(%) G _ Lane Group Flow(vph) 0 72 1080 95 y (D Enter Blocked Intersection No No No No No No No No No No No No G1•y > Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right fA NEdian Widthiff) 0 0 12 12 O Q G LmkOffsegfl) 0 0 0 w Q Crosswalk Wrdth(ft) 16 16 16 16 C) Too way Leff Turn Lane - G I-IeadwayFactor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _O Turning Speed(mph) 15 1 9 15� 15 9 d Number of Detectors 1 2 1 2 1 2 1 2 1 Q Detector Template Leff Thin 1 Leff TbJEW Left Thm ---I Left Thru Right LeadungLetector(ft) 20 100 20 100 20 100 20 100 20 Trailing Detector(ft) 0 0 0 0 0 0 0 0 Detector I PosMn(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 NEL20 6 20 Detector 1 Type CI+Ex CI+Ex C1+Ex CI+Ex CI+Ex C1+Ex C1+Ex C1+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector IDelay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2Position(ft) 94 94 94 94 Detector2 Size(ft) 6 6 6 6 Detector 2 Type GFEK CIEK C1+F.x Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 Tom Type D.Pm NA D.Pm NA D.P+P NA D.P+P NA Peron Protected Phases 8 2 j 6 Pernitted Phases 8 4 6 2 6 10/24/2023 Synchm 11 Report 10/24/2023 Synchm 11 Report Emdey--Hom Page 5 Krriley-Flom Page 6 Teasley Commercial TIA 2029-Background+Site-PM -With Turn Lanes Teasley Commercial TIA 2029-Background+Site-PM -With Turn Lanes Lanes,Volumes,Timings 3:Teasley&Hunters CreekRd/Heights Blvd Lanes,Volumes,Timings 3:Teasley&Hunters CreekRd/Heights Blvd ` F 4% t /P. y 1 r Splits and Phases: 3:Teasley&Hunters CreekRd/Heights Blvd EBT EBR mL WBT WBR mL \001 10? -1"J4 Detector Phase 8 4 4 8 5 2 1 6 6 s, I 4- Switch Phase 68 Mnhnnrn Initial(s) 8.0 8.0 8.0 8.0 8.0 15.0 8.0 15.0 15.0 Mnimum Split(s) 13.5 13.5 13.5 13.5 13.5 20.5 13.5 20.5 20.5 Total Split(s) 30.0 30.0 30.0 30.0 20.0 35.0 20.0 35.0 35.0 Total Split(%) 35.3% 35.3% 35.3% 35.3% 23.5% 41.2% 23.5% 41.2% 41.2% Mrpnn rn Green(s) 24.5 24.5 24.5 24.5 14.5 29.5 14.5 29.5 29.5 Yellow Time(a) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 All-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Lost Trtne Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total LostTure(s) 5.5 5.5 5.5 5.5 5.5 5.5 5.5 Lead/Lag Lead Lag Lead Lag Lag Lead-Lag Opturrrize? Yes Yes Yes Yes Yes Vehicle ExtPucinn 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Recall lvbu, None None None None None Mn None Mn Mn Walk Tune(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Flash Ibnt Walk s) 26.0 26.0 26.0 26.0 19.0 19.0 19.0 Pedestrian Calls /� 0 0 0 0 0 0 0 Act Effct Green o 10.4 10.4 28.7 25.6 29.9 22.5 22.5 Actuated g/C R17o� 0.19 0.19 0.52 0.47 0.55 0.41 0.41 v/c Ratio v 0.53 0.11 0.23 0.49 0.18 0.52 0.13 Controll)elag 17.4 0.7 6.5 12.4 6.0 14.2 3.3 Queue Daly y 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay a) y > 17.4 0.7 6.5 12.4 6.0 14.2 3.3 LOS to O` B A A B A B A Approach Ik ya CL 17.4 0.7 12.0 12.9 Approach L C C B A B B Queue len 5 (fr) 24 0 10 104 7 96 0 Queue Lengt nt 9 i(ft) 86 0 31 167 24 157 1 22 Internal Link Dish) 444 174 310 352 Turn Bay LengdI t) 275 275 1 400 Base Capacity(2h) 715 689 615 2850 605 2842 930 Starvation Cap TWductit 0 0 0 0 0 .& 1 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced Vc Ratio 0.26 0.06 0.16 0.41 0.12 0.38 0.10 Intersection Sununary, Area Type: Other Cycle Length:85 Actuated Cycle Length:54.7 Natural Cycle:50 Control Type:Actuated-Uncoordinated Ivhxn=v/c Ratio:0.53 Intersection Signal Delay 12.6 hutersection LOS:B Intersection Capacity Utilization 52.2% ICU Level of Service A Analysis Period Iran)15 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Ktmley-Horn Page 7 Kndey--Horn Page 8 Teasley Commercial TIA 2029-Background+Site-PM -With Turn Lanes Teasley Commercial TIA 2029-Background+Site-PM -With Turn Lanes Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtmSch.) Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(Ehn.Sch.) t .4\ t P " 1 ►� EBT wBR NBU NBL NBT NBR Lane Croup Lane Configurations Q' 'Ft ) ++I* I DaneVonfigurations W, Traffic Volume(vph) 909 25 1 6 'Traffic Volume(vph) 913 203 Future Volume(Wh) 909 25 1 6 Future Volume(Wh) 913 203 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 Storage Length(ft) 240 too 0 0 350 0 500 Storage Length(ft) 0 Storage Lanes 1 1 1 0 1 = 0 1 Storage Lanes 0 Taper Length(1l) 25 25 25 25 Taper Length(ft) Lane Uhl.Factor 1.00 1f� 1.00 LM 1.00 0.91 1.00 i01 0.91 1.00 Lane Uhl.Factor Frt 0.850 0.914 0.996 Err 0.973 Fk Protected 0.95Q- 0.950 JIMEL 0.950 0.950 Fk Protected i Satd.Flow(prot) 0 0 1770 Satd.How(prot) 4948 0 Fk Pemvtted 0.7 .148 0.251 Fk Permitted Satd.Flow(petm) 0 0 468 Satd.Flow(petm) 4948 0 Right Turn-RM Yes Right Turn on Red Satd.Flow i.. .y 304 8 4 Satd.Flow(RTOR) 46 Link Speed(mph) 9W5 45 Link Speed(mph) 45 Link Distance(11 786 516 634 link Distance(ft) 669 Travel Time(s)t0 N 15.3 10.1 9.6 TravelTime(s) 10.1 Peak l-LourFactuV 0 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Peak l-LourFactor 0.96 0.96 Adj.Flow(,ph)�- S- 947 26 1 6 Adj.Flow(vph) 951 211 Shared Lane Traaic!j�,/o) Shared Lane Traffic(%) Lane Group� vph) 471 973 0 0 7 lane Group Flow(vph) 1162 0 Enter l3bcic Ir rsetion No No No No No No No No No No No No Enter Blocked Intersection No No Lane AligmtRht•y > Lei Deft Right left Left Right RNA Left left Right RNA Left Dane Alignment Left Right NEdian W, dt ft)n 0 12 12 12 Nbdian Width(i) 12 ImkOffset(16 Q Q 0 0 LmkOfsegfl) 0 7 Cross"A Viwtlo)Q 16 16 16 Crosswalk Wrdth(ft) 16 Two way Lane Two way Leff Turn Lane FkadwayFacto rL 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 FkadwayFactor 1.00 1.00 Tunmg Speed&h) 15 IMEMEW-79 15� 9 15 15 Tunmg Speed(mph) Number ofDetetrs 1 2 1 1 2 1 1 2 1 1 Number of Detectors 2 DetectorTeff4A* Left Thin Right Left Left Left Thnr left Detector Template LeadlogatectPr$) 20 100 20 20 100 20 20 100 20 20 Leading Detector($) 100 Trailing Detector(ft) 111hM1.L 0 �0 0 0 0 0 Jw 0 Trailing Detector(ft) 0 Detector I Position(ft) 0 0 0 0 0 0 0 0 0 0 Detector I Position(ft) 0 Detector 1 Size(i) 20 20 6 i 20 Detector 1 Size(ft) 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CFEx CFFEx Detector 1 Type CI+Ex Detector 1 Charnel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 Detector 1 Queue(s) 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 Detector 2Position(ft) 94 Detector 2Position(ft) 94 Detector-2 Size(ft) 6 6 6 Detector-2 Size(f) 6 Detector 2 Type Fx Detector 2 Type CI+Ex Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) P0.0 � 0.0 Detector 2 Extend(s) 0.0 Tura Type D.P+P NA Pert D.P+P NA D.P+P D.P+P NA D.P+P D.P+P Tum Type NA Protected Phases 7 4 - 8 5 5 1 Protected Phases 6 Pernitted Phases 8 4 4 6 6 2 2 Pernitted Phases 10/24/2023 Synchro 11 Report 1024/2023 Synchro 11 Report Icunley--Horn Page 9 Kniley--Flom Page 10 Teasley Commercial TIA 2029-Background+Site-PM -With Turn Lanes Teasley Commercial TIA 2029-Background+Site-PM -With Turn Lanes Lanes,Volumes,Timings 5:Teasley m&Ryan/Wheeler(EtSch.) Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EhTL Sch.) -. 7 4- ~ 4- � I+1 * L4 1 r EBT EBR WBL WBT WBR NBU ML NUT NBR SBU SBL Lane Group = SBT SBR Detector Phase 7 4 4 3 8 5 5 2 1 1 Detector Phase 6 Switch Phase Switch Phase Mnhnrrn Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 15.0 5.0 5.0 Mnhnrrn Initial(s) 15.0 Mnirnum Split(s) 12.0 11.0 11.0 12.0 12.0 12.0 12.0 21.0 12.0 12.0 Mnirnum Split(s) 21.0 Total Split(s) 20.0 30.0 30.0 20.0 30.0 20.0 20.0 40.0 20.0 20.0 Total Split(s) 40.0 Total Split(%) 18.2% 27.3% 27.3% 18.21/. 27.3% 18.2% 18.2% 36.4% 18.2% 18.2% Total SplitClo) 36.4% Maxirrmmn Green(s) 13.0 24.0 24.0 13.0 23.0 13.0 13.0 34.0 13.0 13.0 Maxh=Green(s) 34.0 Yellow Time(s) 3.5 4.0 4.0 3.5 3.5 3.5 3.5 4.5 3.5 3.5 Yellow Time(s) 4.5 All-Red Time(s) 3.5 2.0 2.0 3.5 3.5 3.5 3.5 1.5 3.5 3.5 All-Red Tare(s) 1.5 Lost Tane Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lost Tane Adjust(s) 0.0 Total Lost Tare(a) 7.0 6.0 6.0 7.0 7.0 7.0 6.0 7.0 Total Lost Time(s) 6.0 Lead/Lag Lead Lag Lag Lead Lag Lead Lead Lag Lead Lead Lead/Lag Lag Lead-Lag Opbrnize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Lead-Lag Glptirrize? Yes Vehicle ExtP..i- 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Vehicle Extension(s) 3.0 Recall Ivbu, None None None None None None None Mn None None Recall Nbde Mn Walk Time(s) 5.0 5.0 5.0 5.0 Walk Time(s) 5.0 Flash Dont Walk)/CJ 27.0 27.0 27.0 24.0 Flash Dont Walk(s) 24.0 Pedestrian Calls 0 0 0 0 Pedestrian Calls(#/hr) 0 Act EtNA teen o 15.5 12.8 12.8 14.2 6.3 37.4 43.6 43.5 Act EtNA Green(s) 25.1 Actuated g/C RABo� 0.21 0.17 0.17 0.19 0.08 0.49 0.58 0.58 Actuated g/C Ratio 0.33 v/c Ratio v 0.64 0.01 0.58 0.09 0.09 1.18 0.33 0.02 We Ratio 0.70 - Control Dela� 36.0 33.5 9.8 24.8 28.5 127.0 10.5 8.7 Control Delay 23.8 Queue 13 l r 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Delay 0.0 Total Delay N N j 36.0 33.5 9.8 24.8 28.5 127.0 10.5 8.7 Total Delay 23.8 LOS c to O` D C A C C F B A LOS C Approach Ik ya Q 21.2 26.1 48.5 Approach Delay 23.7 Approach LOS C Q C C D Approach LOS C Queue Len 5 (fl) 97 1 0 10 3 -200 61 1 Queue Length 50th(fl) 147 Queue Lengt tt 9 i(fl) 181 7 74 30 22 #521 185 8 Queue Length 95th(11) 254 Internal Link Dish) 706 436 554 Internal Link Dist(fl) 589 Tun Bay Lengtj 240 100 350 500 Turn Bay Length(ti) Base Capacity( h) 400 2920 506 Base Capacity(vph) 2312 Starvation Cap fWductn 0 0 0 ^ 0 0 0 Starvation Cap Reductn 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 Reduced v/c Ratio 0.61 0.00 0.42 0.07 0.03 1.18 0.33 0.01 Reduced Vc Ratio 0.50 Intersection S Intersection Suninary Area Type: Other Cycle Length:110 Actuated Cycle Length:75.6 Natural Cycle:80 q - Control Type:Actuated-Uncoordinated Mr.xirnun v/c Ratio:1.18 - Intersection Signal Delay 34.5 hrtersection LOS:C Intersection Capacity Utilization 90.3% ICU Level of Service E Analysis Period nnin)15 Vohune exceeds capacity,queue is theoretically infinite. Queue shown is tnaxurnvn after two cycles. 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Kanley--Horn Page 11 Kanley--Horn Page 12 Teasley Commercial TIA 2029-Background+Site-PM -With Turn Lanes Teasley Commercial TIA 2029-Background+Site-PM -With Turn Lanes Lanes,Volumes,Timings 5:Teasley&Ryan/Wheeler(EtmSch.) Lanes,Volumes,Timings * 6:Teasley&Robinson # 95th percentUe vokmw exceeds capacity,queue maybe longer. Queue shown is maximtmr after Mu cycles. -' EBL EBT EBR WBL WBT WBR MU ME NBT Splits and Phases: 5:Teasley&RyanhWeeler(Ehn Sch.) Lane Configurations I A T. ) T?f* 401 T02 `�3 -#104 Traffic Volume(vph) 16 852 38 21 381 40 ZO s Future Volume(vph) 16 852 38 21 381 Ideal Flow(vphpl) *05J2 �08 Storage Length(ft) 0 0 0 0 350 0 350 -u]s n 20 s Storage Lanes 1 0 1 0 1 0 1 Taper Length(ft) 25 25 25 25 Lane Uhl.Factor 1.00 M 1.00 1.00 1 1.00 0.91 0.91 0.91 1.00 Frt 0.980 0.858 0.994 Fk Protected 0.950 0.950- 0.950 0.950 Satd.How(prot) 0 0 1770 Fk Permitted 0.339 JM 0.833- 0.258 i 0.215 Saul.Flow(pemi) Right Turn on Red Yes Satd.Flow(RTOR) 2 490 6 Link Speed(mph) 30 = 45 Link Distance(fl) 429 558 1550 E M Travel Time(s) 9.8 12.7 23.5 N o Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 N 00 Adj.Flow(vph) 17 906 40 22 405 V Shared Lane Traffic(%) G _ lane Gaup Flow(vph) 946 0 0 427 C y d Enter Blocked Intersection 1116 No No No No No No 1116 No No No No 41•y > Lane Alignment Left Left Right Left Left Right RNA Left Left Right RNA Left c fA Nbdian Width(ft) 12 12 12 O Q G LmkOffsegfl) 0 AM- 0 w Q Crosswalk Width(ft) 16 16 16 U Tuo way Left Turn Lane i G I-IeadwayFactor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _O Turrmg Speed(mph) 15 1 9 15� 9 15 9 9 15 d Number of Detectors 1 2 1 2 1 1 2 1 1 Q Detector Template Leff Thin Left Tl Deft Leff Thm left Leff Leadlogletector(ft) 20 100 20 100 20 20 100 20 20 Trailing Detector(ft) 0 0 0 0 0 0 M 0 Detector I Position(ft) 0 0 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 20 6 JMMMMM6. 6 MM 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Fx C1+Ex Cl+Ex Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Queue(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2Position(ft) 94 94 94 - Detector-2 Size(ft) 6 6 6 Detector 2 Type C1+Fx CF-Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 Turn Type D.P+P NA D.P+P NA D.P+P D.P+P NA RP-P D.P+P Protected Phases 7 3 8 5 5 2 1 1 Pemvtted Phases 8 4 6 6 2 2 10/24/2023 Synchro 11 Report 1024/2023 Synchm 11 Report Dailey--Hom Page 13 Kvriley--Hom Page 14 Teasley Commercial TIA 2029-Background+Site-PM -With Turn Lanes Teasley Commercial TIA 2029-Background+Site-PM -With Turn Lanes Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson Lane Group = EBT EBR VVBL WBT WBR NBU ML NBT MR SBU SBL Laner[bnfigurations M, Detector Phase 7 4 3 8 5 5 2 1 1 Traffic Volume(vph) 897 16 Switch Phase Future Volume(vph) 897 16 Mmmunt Initial(s) 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 8.0 Ideal Flow(vphpl) 1900 1900 Mnimum Split(s) 13.5 23.5 13.5 23.5 13.5 13.5 23.5 13.5 13.5 Storage Length(f) 0 Total Split(s) 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 20.0 Storage Lanes _ 0 _ Total Split(/) 19.0% 28.6% 19.0% 28.6% 19.0% 19.0% 33.3% 19.0% 19.0% Taper Length(fl) Nhxiimum Green(s) 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 14.5 Lane Uhl.Factor �1 Yellow Time(a) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Fn 0.997 All-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Fk Protected Lost Time Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Satd.Flow(prot) 5070 0 Total Lost Time(a) 5.5 5.5 5.5 5.5 5.5 5.5 5.5 FltPemiltted Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead Lead Satd.Flow(perm) 5070 0 Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Right Turn-Rrd Vehicle Extension(a) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Satd.Flow i. --) 2 Recall Mile None None None None None None Mn Alone None Link Speed(mph) 45 Act Effct Green(s) 12.9 10.2 12.9 11.8 40.2 19.9 35.1 Link Distance(11 564 Actuated g/C Ratio 0.20 0.15 0.20 0.18 0.61 0.30 0.53 Travel Tune(s)EEC N 8.5 We Ratio 0.06 0.05 0.25 0.76 0.05 0.62 0.81 Peak licrur FactaV 0 0.94 0.94 Control Delay 20.6 26.1 23.1 11.9 8.4 22.6 29.3 Adj.Flow(vph) 8 954 17 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Shared Lane Ta4"e ) Total D clay 20.6 26.1 23.1 11.9 8.4 22.6 29.3 Lane Group vim) 971 0 LOS C C C B A C C Enter Bbcl Ir rs'etion No No Approach Delay 23.4 13.4 22.3 Lane Aligmn@ht I > Left Right Approach LOS C B C NEdian\k Rft)n 0 12 Queue Length 50th(fl) 5 4 26 10 2 98 79 Imkoffset(16 Q G 0 Queue Length 95th(11) 19 24 65 115 19 231 #422 CrosswalkV*dtlo)Q 16 Internal link Dist(fl) 349 478 1470 Ttvo way Lane Turn Bay Length(1) 350 350 Ileadway Facto�Q 1.00 1.00 Base Capacity(vph) 438 712 475 921 594 2373 528 Turing Speed( h) Starvation Cap Reducta 0 0 0 0 0 0 0 Number ofDetetrs 2 Spillback Cap Reductn 0 0 0 0 0 0 0 Detector TempL* Thru Storage Cup Reductn 0 0 0 0 0 0 0 Leading DetectPr I) 100 Reduced We Ratio 0.03 0.02 0.17 0.57 0.04 0.40 0.81 Trailing Detector(fl) 0 Detector I Position(ft) 0 Intersection Summary Detector 1 Size(ft) 6 Area Type: Other Detector 1 Type CI+Ex Cycle Length:105 Detector 1 Channel Actuated Cycle Length:66.1 Detector I Extend(s) 0.0 Natural Cycle:90 Detector 1 Queue(s) 0.0 Control Type:Actuated-Uncoord rated Detector Delay(s) 0.0 Maxm mWeRatio:0.81 Detector Position(ft) 94 Intersection Signal Delay.17.6 Intersection LIDS:B Detector2Size(ft) 6 Intersection Capacity Uilization 83.4% ICULevelofSencceE Detector 2 Type CI+hx Analysis Period(min)15 Detector 2 Channel # 95th percentile volume exceeds capacity,queue maybe longer. Detector 2 Extend(s) 0.0 Queue shown is maxummn after two cycles. Tura Type NA Protected Phases 6 Pernitted Phases 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Dailey--Ham Page 15 Kniley--Flom Page 16 Teasley Commercial TIA 2029-Background+Site-PM -With Turn Lanes Teasley Commercial TIA 2029-Background+Site-PM -With Turn Lanes Lanes,Volumes,Timings 6:Teasley&Robinson Lanes,Volumes,Timings 6:Teasley&Robinson Splits and Phases: 6:Teasleey&Robinson 1 �/ 1401 1 I I O' Lane Group = SBT SBR Rls I Detector Phase 6 *05 + 05 '�T �08 Switch Phase Mnarwminitial(s) 15.0 Mnimum Split(s) 23.5 Total Split(s) 35.0 Total Split('/o) 33.3 Nhxh=Green(s) 29.5 YellowTnne(a) 3.0 All-Red Time(s) 2.5 Lost Tine Adjust(s) 0.0 Total Lost Time(a) 5.5 Lead/Lag Lag Lead-Lag Optrtrrize? Yes Vehicle Extension(a) 3.0 Recall Node N& Act Effct Green(s) 39.1 Actuated g/C Ratio 0.59 E M We Ratio 0.32 N o Control Delay 10.3 Queue Delay 0.0 00 V Total Delay 10.3 - G LOS B ++ Approach Delay 16.1 d y > Approach LOS B c fA 00 Queue Length 50th(fl) 41 O Q CL G Queue Length 95th(fl) 214 w C Q Internal Link Dist($ 84) 4 d Tun Bay Length(1t) U M Base Capacity(vph) 2998 _O Starvation Cap Reductn 0 d Spillback Cap Reductn 0 Q Storage Cap Reductn 0 Reduced u/c Ratio 0.32 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Kanley--Horn Page 17 Kunley--Horn Page 18 Teasley Commercial TIA 2029-Background+Site-PM -With Turn Lanes Teasley Commercial TIA 2029-Background+Site-PM -With Turn Lanes Lanes,Volumes,Timings z Teasley&wheeler Ridge Lanes,Volumes,Timings z Teasley&wheeler Ridge WBR NBU NBL NBT NBR �-mBL Lao Lane Configurations 'Ft ft ) ++I* I Danetonfigurations +0 Traffic Volume(vph) 823 51 1 85 Traffic Volume(vph) 858 44 Future Volume(vph) 823 51 1 85 Future Volume(Wh) 858 44 Ideal Flow(vphpl) Ideal Flow(vphpl) 1900 1900 Storage Length(ft) 0 0 0 0 275 0 275 Storage Length(ft) 0 Storage Lanes 1 i 0 1 0 1 0 1 Storage Lanes 0 Taper Length(fl) 25 25 25 25 Taper Length(ft) Lane Uhl.Factor 1.0o� 1.00 1.M 1.00 0.91 1.00 0.91 0.91 0.91 1.00 Lane Uhl.Factor Err 0.867 0.867 0.991 Err 0.993 Fk Protected 0.950� 0.950 0.950 0.950 Fk Protected i Satd.Flow(prot) 0 0 1770 Satd.How(prot) 5050 0 Fk Penrihed 0.97 0.976 273� 0.276 Fk Permitted Satd.Flow(perm) 0 0 514 Satd.Flow(perm) 5050 0 Right Tlrt-Rr 0 Right Thar on Red Satd.Flow i.. .y 39 55 9 Satd.Flow(RTOR) 7 Link Speed(mph) 30 30 45 Link Speed(mph) 45 Link Distance(11 213 322 4573 Link Distance(ft) 1550 Travel Tvne(s)E N 4.8 # 7.3 69.3 Travel Tvne(s) 23.5 - Peak l-lourFactaV 0 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Peak l-lourFactor 0.97 0.97 Adj.Flow(,ph)�- SO'-O 848 53 1 88 Adj.Flow(vph) 885 45 Shared Lane Traaic_�) Shared Lane Traffic(%) Lane Cnoup� y h) 901 0 0 89 Lane Group Flow(vph) 930 0 - Enter Block In rsletlon No Nb No No No No Nb No No No No No Enter Mocked Intersection No No Lane AligmTiWt•y > Lei Deft Right left Left Right RNA Left Deft Right RNA Left Dane Alignment Left Right A NEdian W, dl�ft)n 0 12 12 12 NEdian Width(ft) 12 LinkOffset(16 Q Q 0 0 LmkOfsegfl) 0 Cross"A Viwtlo)Q 16 16 16 Crosswalk Wrdth(ft) 16 Two way Lane Tuo way Leff Turn Lane IkadwayFacto ra 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I-kadwayFactor 1.00 1.00 Turning Speed( h) 15 9 15 15 Thrnig Speed(mph) Number ofDetetrs 1 2 1 2 1 1 2 1 1 Number of Detectors 2 DetectorTemplab Left Leff Left Thar left Detector Template IeadlogatectPr$) 20 100 20 100 20 20 100 20 20 Leading Detector($) 100 Trailing Detector(ft) 001M...0 0 0 0 0 0 Jw 0 Trailing Detector(ft) 0 Detector I Position(ft) 0 0 0 0 0 0 0 0 0 Detector I Position(ft) 0 Detector 1 Size(ft) jjjjjjM 20 6 20 20 6 i 20 Detector 1 Size(ft) 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CN-Ex CI+Ex CI+Ex CI+Ex CI+Ex CN-Ex Detector 1 Type CI+Ex Detector 1 Channel Detector 1 Channel Detector 1 Extend(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 1 Extend(s) 0.0 Detector 1 Queue(s) 0.0 0. 0.0 Detector 1 Queue(s) 0.0 Detector I Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector I Delay(s) 0.0 Detector 2 Position(ft) 94 Detector 2 Position(ft) 94 Ietector2 Size(ft) 6 6 6 Ietector2 Size($) 6 Detector 2 Type Fx Detector 2 Type CI+Ex Detector 2 Channel Detector 2 Channel Detector 2 Extend(s) 0.0 Detector 2 Fxtend(s) 0.0 Turn Type D.P+P NA D.P+P NA D.P+P D.P+P NA D.P+P D.P+P Turn Type NA Protected Phases 8 5 5 1 Protected Phases 6 Pertained Phases 8 4 6 6 2 2 Pertained Phases 1024/2023 Synchro 11 Report 1024/2023 Synchro 11 Report Dailey--Horn Page 19 Kruley-Hoar Page 20 Teasley Commercial TIA 2029-Background+Site-PM -With Turn Lanes Teasley Commercial TIA 2029-Background+Site-PM -With Turn Lanes Lanes,Volumes,Timings Z Teasley&Wheeler Ridge Lanes,Volumes,Timings Z Teasley&Wheeler Ridge ` 4- T l! SphLsandPhases: 7:Teasley&Wheeler Ridge EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU sBL "Di 1�Z • 05 2D s 300S s Detector Phase 7 4 3 8 5 5 2 1 1 ` Ir Switch Phase I'1©5 + 05 -1*,- Mnunnun Initial(s) 8.0 8.0 8.0 8.0 8.0 8.0 15.0 8.0 8.0 20 s Mnimum Split(s) 13.5 13.5 13.5 13.5 13.5 13.5 20.5 13.5 13.5 Total Split(s) 20.0 30.0 20.0 30.0 20.0 20.0 35.0 20.0 20.0 Total Split(%) 19.0% 28.6% 19.0% 28.6% 19.0% 19.0% 33.3% 19.0% 19.0% Maxiun rn Green(s) 14.5 24.5 14.5 24.5 14.5 14.5 29.5 14.5 14.5 Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 AIi-Red Time(s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 Lost Thr e Adjust(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Thine(s) 5.5 5.5 5.5 5.5 5.5 5.5 5.5 Lead/Lag Lead Lag Lead Lag Lead Lead Lag Lead lead Lead-Lag Opbnmw? Yes Yes Yes Yes Yes Yes Yes Yes Yes Vehicle ExtPucinn!l 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 RecallIvbu, None None None None None None Mn None None Walk Time(s) 5.0 5.0 5.0 Flash Ibnt Walk s) 26.0 26.0 19.0 Pedestrian Calls /� 0 0 0 Act Effct Green o 11.3 8.9 11.3 8.9 32.3 25.6 30.6 Actuated g/C Rko� 0.22 0.17 0.22 0.17 0.62 0.49 0.59 v/c Ratio v 0.07 0.14 0.09 0.19 0.12 0.36 0.17 Control Dela� 17.9 13.2 18.0 12.3 7.5 14.0 7.8 Queue Dela y 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Iklay a) y• � 17.9 13.2 18.0 12.3 7.5 14.0 7.8 LOS c to O` B B B B A B A Approach I yQrL 15.1 14.3 13.5 CL Approach LOS C Q B B B Queue Len 5 (fr) 8 1 9 2 6 73 9 Queue Lengtrt9 i(ft) 26 29 29 35 29 151 38 Internal Link Dish) 133 242 4493 Turn Bay LengdI t) 275 275 Base Capacity( h) 621 855 621 863 729 3318 731 Starvation Cap TWductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.05 0.05 0.05 0.07 0.09 0.27 0.12 Intersection Sunnnary s Area Type: Other Cycle Length:105 a Actuated Cycle Length:52 Natural Cyele:65 Control Type:Actuated-Uncoordinated Ivhxninn v/c Ratio:0.36 Intersection Signal Delay.13.0 Intersection LOS:B Intersection Capacity Utilization 46.4% ICU Level of Service A Analysis Period(uma)15 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Kanley--Horn Page 21 Kvuley--Horn Page 22 Teasley Commercial TIA 2029-Background+Site-PM -With Turn Lanes Lanes,Volumes,Timings z Teasley&Wheeler Ridge l r Detector Phase 6 — Switch Phase Mnuanunlnitial(s) 15.0 Mnimurn Spht(s) 20.5 Total Split(s) 35.0 Total Split(%) 33.3 Niodi nun Green(s) 29.5 Yellow True(s) 3.0 All-Red Tune(s) 2.5 — Lost Taw Adjust(s) 0.0 Total Lost Tirne(s) 5.5 Lead/Lag Lag Lead-Lag Optimize? Yes — Vehicle Ext—ion 3.0 Recall Mw, Mn — Walk Tune(s) 5.0 Flash Ibnt Walk) 19.0 Pedestrian Calls /� 0 Act Effct Green o 31.6 — Actuated g/CRkBo� 0.61 Wc Ratio v 0.30 — Control Dela� 12.7 Queue Dela y 0.0 Total Delay a) 12.7 LOS rA O` B Approach Ik ya Q 12.2 Approach LOS C Q B Queue Len 5 (8) 76 Queue Leng i 9 i($) 154 Internal Link Dish) 1470 Turn Bay Lengdr) Base Capacity( h) 3323 Starvation Cap fWductn 0 Spillback Cap ReduLtn 0 Storage Cap Reductn 0 Reduced We Ratio 0.28 Intersection Sumrnary, 10/24/2023 Synchro 11 Report Ktmley--Horn Page 23 Teasley Commercial TIA 2029-Background+Site-PM -With Turn Lanes Teasley Commercial TIA 2029-Background+Site-PM -With Turn Lanes HCM 6th TWSC 4:Teasley&Central Drive HCM 6th TWSC 9:Ryan&SouthDrive Intersection lll� I Intersection'111011 — lnt Delay,s/veh 0.1 hit alay,s/veh 1.1 Ivbvement EBL EBR NBL NUT SBT SBR Ivbvement EBL EBT WBT WBR SBL SBR — Lane Configurations if ttt TtT. Lane Configurations ) t Ir. Y Traffic Vol,veh/h Traffic Vol,veh/h Future Vol,veh/h Future Vol,veh/h Conflicting Peds,#/hr 0 0 0 0 0 0 Conflicting Peds,#/hr 0 0 0 0 0 0 — Sign Control Stop Stop Free Free Free Free Sign Control Free Free Free Free Stop Stop RTChanneLed - None - None - None RTChanneLed - None - None — Storage Length 0 - Storage Length 250 0 Veh in N>dian Storage,# 0 - 0 0 now— Veh in Ngdian Storage,# - — Grade,% 0 - - 0 0 - _ Grade,% - 0 0 0 Peak Hour Factor 92 92 92 92 92 92 Peak Hour Factor 96 96 96 96 Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 Mint Flov ) Mvmt Flow 17 504 651 30 — Nbior/Nbor Mnor2 1,iiiiiiiiiii 'ot2 Nbior/Mmor Nbiorl Nhior2 ftt0- Conflicting Flow N - 598 - 0 - 0 Conflicting Flow All 681 0 0 1204 666 Stage 1 N C) Stage 1 - - - 666 - Stage 2~ �5 Stage 2 - 538 - CridcalHd V o 7.14 CriticalHdwy 4.12 6.42 6.22 - CriticalFU tj1 - - - - - - Critical FiNy Stg I - - - - 5.42 - CritcallldvVLC8 '2 N - Critical f1dwy Stg 2 - 5.42 - Follow up N > - 3.92 - - - - Follow up Fldwy 2.218 - - - 3.518 3.318 Pot Cap-1 re 0 382 0 Pot Cap-1 Nhneuver 912 203 459 StageO Qr Q 0 - 0 Stage 1 - 511 - Stage.g. C Q 0 - 0 Stage 2 - 585 - Platoon bloj5d6 Platoon blocked, Lvbv Cap-1 Man&er - 382 - Lvbv Cap-1 Maneuver 912 199 459 Nbv Cap-2 NInaver - - - - - - Nbv Cap-2 Nlineuver - - - - 199 - Stage 1 Stage 1 501 Stage 2 Q Stage 2 585 Approach EB NB SB Approach EB WB SB HCMControl Delay,s 15 0 0 HCMControl Delay,s 0.3 0 23.2 HCMLDS C HCMLDS C NLnorLane%NbjorMVmt NBTEBLnl SBT SBR NLnorLane/NbjorMVnd EBL EBT WBT WBRSBLnl Capacity(veh/h) 382 Capacity(veh/h) 912 250 IICMIane V/CRatio 0.06 HCMIane V/CRatio 0.018 0.208 HCMControl Delay(s) 15 HCIviControlIklay(s) 9 23.2 F"Lane LDS - C - - F"Lane LDS A - - - C FlCM95th%tile Q(veh) 0.2 FlCM95th%tile Q(veh) 0.1 0.8 10/24/2023 Synchro 11 Report 10/24/2023 Synchro 11 Report Earley--Flom Page 1 Knriley--Flom Page 2