The URL can be used to link to this page

Item 6E - Traffic Impact Analysis Traffic Impact Analysis Dakota's Steakhouse and Retail Development Southeast of SH 114 at W. Kirkwood Boulevard Southlake, Texas Prepared for 19 CITE' OF UTHLAKE And Texas Department of Transportation May 6, 2025 ^�P�EOF`rti,► Prepared by GABRIEL B. DOWELL / DU N AWAY / 131 604 550 Bailey Avenue•Suite 400•Fort Worth,Texas 76107 Tel:817.335.1121•Fax:817.335.7437 (TXREG.F-1114) 5/6/2025 Project#13354.001 ZA25-0026 DUNAWAY Table of Contents ExecutiveSummary...................................................................................................... 1 Introduction ...................................................................................................................2 Purpose..........................................................................................................................2 Methodology..................................................................................................................2 Site Location and Study Area ......................................................................................2 ExistingDevelopment.................................................................................................. 6 Proposed Development................................................................................................ 6 TrafficStudy Volumes .................................................................................................. 7 ExistingTraffic Volumes............................................................................................... 7 Forecasted Traffic Volumes......................................................................................... 7 TripGeneration............................................................................................................ 7 Trip Distribution and Traffic Assignment.................................................................... 10 TrafficAnalysis ........................................................................................................... 10 Levelof Service ......................................................................................................... 10 IntersectionAnalysis.................................................................................................. 12 2025 Existing Analysis............................................................................................... 12 2026 Forecasted Analysis.......................................................................................... 12 2026 Forecasted and Site Analysis............................................................................ 12 Access Management................................................................................................... 18 DrivewayDistances.................................................................................................... 18 Sight Distance Analysis.............................................................................................. 18 AuxiliaryLane Analysis.............................................................................................. 18 Conclusions/Recommendations................................................................................ 19 DUNAWAY Executive Summary NL Group, Inc retained Dunaway Associates, LLC to prepare a traffic impact analysis (TIA) for the proposed Dakota's Steakhouse and Retail Development (Project) to be located at 1901 W. Kirkwood Boulevard in the City of Southlake. The Project is planned to consist of a 10,000 SF Dakota's Steakhouse restaurant, a 10,000 SF event hall and 10,975 SF of retail space. The Project is anticipated to be completed in 2026. The site, as shown in the vicinity map (Exhibit 1) is bounded by commercial office buildings on all sides. Primary access for the development will be through three right-in, right-out driveways. One driveway on the SH 114 NB Frontage Road and two driveways on W. Kirkwood Boulevard. These driveways can be found in the preliminary site plan for the proposed development (See Exhibit 2). Results of the traffic analysis for the development indicates that all of the proposed and existing intersections currently operate at LOS C or better at the 2026 Forecasted and Site scenario in both the AM and PM peak hour analysis. However, it is recommended that the SH 114 and W. Kirkwood Boulevard diamond interchange (after construction is complete and traffic has had a chance to normalize) be studied to update the traffic signal timing as needed. Site access was reviewed, and all driveways meet driveway spacing and sight distance requirements. No auxiliary lanes are recommended for all three driveways. Based on the analysis, Dunaway's recommends the approval of the Dakota's Steakhouse and Retail Development in the City of Southlake. Dakota's Steakhouse and Retail Development, Southlake, Texas Traffic Impact Analysis Page 1 DUNAWAY Introduction NL Group, Inc retained Dunaway Associates, LLC to prepare a traffic impact analysis (TIA) for the proposed Dakota's Steakhouse and Retail Development (Project) to be located at 1901 W. Kirkwood Boulevard in the City of Southlake. The Project is planned to consist of a 10,000 SF Dakota's Steakhouse restaurant, a 10,000 SF event hall and 10,975 SF of retail space. The Project is anticipated to be completed in 2026. Purpose This analysis is being provided as required by the City of Southlake and TxDOT Fort Worth District. The purpose of this TIA will focus on the potential impacts the development may have on the adjacent roadways within the study area. After a review of the analysis, potential level of service (LOS) impacts will be identified, and if recommended, improvements to the surrounding roadways and intersections will be proposed. The location of the proposed development can be seen in Exhibit 1. Methodology The traffic impact analysis was performed in accordance with standard transportation engineering procedures. Existing traffic volumes were collected and predicted site traffic was distributed through the study area. Historical traffic volumes were evaluated to estimate an average growth rate for application to the existing traffic volumes. The predicted site related traffic was added to the forecasted traffic volumes, and the traffic analysis was performed for the build-out of the development in 2026. Site Location and Study Area The site, as shown in the vicinity map (Exhibit 1) is bounded by commercial office buildings on all sides. Primary access for the development will be through three right-in, right-out driveways. One driveway on the SH 114 NB Frontage Road and two driveways on W. Kirkwood Boulevard. These driveways can be found in the preliminary site plan for the proposed development (See Exhibit 2). Dakota's Steakhouse and Retail Development, Southlake, Texas Traffic Impact Analysis Page 2 Driveway 3 - — — ————— Driveway 2 \ ExF -- =5 4_ - + + + + + + + + + + + + + + + + + + + + + EG-580'� �� ¢ + + + + + + + + + + + +I + + + + + + + + + + + � \ + + + + + + + + + + + ? SPA �COV R D�ii}.' kl+ + + + + + + + + + + 4 \ T VENT LA + + + + + + + + + + + / \E EN j N y �.D 2 i �� .. + + + + + + + + + + + + 4 41 i I 4 + + + + + + + + + + + - Pa�A`�- + + + + + + + + + + + + \ -_5\5 I \\ + + + + + + + + + + + + + + + + + + + + + + + U I ++++ a � 1 ++ + + + + ++++ +++++++ ++ +� - \\�\ + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + \ \\ URFACE (19 + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + \+ + + + + + + + + + + + 4 + + + + + + + + + + + + + \ \\ ` i RET' / ; + +\. + + + + + + + + + + + 4 + +\. + + + + + + + + + + + i + + + + + + + + + + + + + + + + + + + + + + + + \+\ + + + + + + + + + + + + + + \k + + + + + + + + 4 M \ \ + + + + + + \+ + + + + + + + Driveway 1 \ \ \ + + + + + + + + . + + + + + + + EG=586.78 \ \\/ �� + + + + + + + + + + +\.+ + + + + + \ \� + + + + + + + + + + + +\ + + + + + + + + + + + + + + + + + \ + + + + + N V \ \ + + + + + + + + + + + + + \ + + + + 4 + + + + + + + + + + + + + + + + + \ .. + + + + + + + + + + + + + + + 4 ARCExhibit 1 - Preliminary Site Plan DUPMWAYDakota's Steakhouse and Retail Development 0160 550BaileyAvenue•Suite400•Fort worth,Texas76107 City of Southlake Texas Tel:817.335.1121 (TX REG.F-1114) GRAPHIC SCALE IN FEET 0 G 0 777N i ✓ _ a . SH 114 Kirkwood \ I Boulevard Driveway 3 Driveway 2 V IP E -9 SIT ,o c. , s _ Solana / Driveway 1 Boulevard s, SH 114 ,` Exhibit 2 - Site and Vicinity Oo �UNAWAy Ss0 Bailey Avenue•suite 40!)•FoH Worth,Texas 76107 Dakota's Steakhouse and Retail Development Te1:817.335.1121 City of Southlake, Texas (TX REG.F-1114) 0 G 0 DUNAWAY Roadways in the Study Area: • SH 114 NB Frontage Road — is a northbound one-way, three-lane roadway. The road intersects W. Kirkwood Boulevard/Solana Boulevard as a signalized intersection. The road intersects the proposed Driveway 1 as a stop controlled intersection. The posted speed limit is 40 mph. • SH 114 SB Frontage Road — is a southbound one-way, two-lane roadway. The road intersects W. Kirkwood Boulevard/Solana Boulevard as a signalized intersection. The posted speed limit is 40 mph. • Solana Boulevard/W. Kirkwood Boulevard — is a two-way, six-lane divided roadway that runs from west to east. Per the City of Southlake Master Thoroughfare Plan the roadway is classified as A4D 100' Arterial. To the west of SH 114 the road is named Solana Boulevard; to the east of SH 114 the road is named W. Kirkwood Boulevard. The road intersects the SH 114 frontage roads and T. W. King Road as signalized intersections. W. Kirkwood Boulevard intersects the existing Varispace Driveway and the proposed Driveway 2 and Driveway 3 as stop controlled intersections. The posted speed limit is 30 mph. • T. W. King Road — is a two-way, four-lane undivided roadway. Per the City of Southlake Master Thoroughfare Plan the roadway is classified as C2U 70' Collector. The road intersects W. Kirkwood Boulevard as a signalized intersection. The posted speed limit is 30 mph. Intersections in the Study Area include: (See Exhibit 1) W. Kirkwood Boulevard (from West to East) at: • SH 114 SIB Frontage Road - [SIGNALIZED] is currently under construction and proposed as a signalized intersection with three approaches. The eastbound approach has one advanced left turn lane, two thru lanes, and one channelized right turn lane. The southbound approach has one channelized U-turn lane, one left turn lane, one shared thru and left lane, and one share thru and right turn lane. The westbound approach has one left turn lane, one shared left and thru lane, and one thru lane. • SH 114 NB Frontage Road - [SIGNALIZED] is currently under construction and proposed as a signalized intersection with three approaches. The northbound approach has one channelized U-turn lane, one left turn lane, one shared left and thru lane, one thru lane and one channelized right turn lane. The westbound approach has one advanced left turn lane, two thru lanes and one channelized right turn lane. The eastbound approach has one left turn lane, one shared left and thru lane, and one thru lane. • Site Driveway 2 - [UNSIGNALIZED] is proposed as a stop controlled intersection with three approaches. The northbound approach will have one right turn lane. The eastbound approach will have two thru lanes and one shared thru and right lane. The westbound approach will have three thru lanes. Dakota's Steakhouse and Retail Development, Southlake, Texas Traffic Impact Analysis Page 5 DUNAWAY • Varispace Driveway - [UNSIGNALIZED] exists as an unsignalized intersection with three approaches. The eastbound approach has one left turn lane and three thru lanes. The southbound approach has one left turn lane and one right turn lane. The westbound approach has one shared thru and left lane, one thru lane and one shared thru and right lane. The site driveway is stop controlled. • Site Driveway 3 - [UNSIGNALIZED] is proposed as a stop controlled intersection with three approaches. The northbound approach will have one right turn lane. The eastbound approach will have two thru lanes and one shared thru and right lane. The westbound approach will have three thru lanes. • T. W. King Road — [SIGNALIZED] exists as a signalized intersection with four approaches. The northbound approach has one left turn lane and shared thru and right lane. The eastbound approach has one left turn lane, two thru lanes, and one right turn lane. The southbound approach has one left turn lane, one shared thru and right turn lane, and one right turn lane. The westbound approach has one shared thru and left turn lane and one shared thru and right turn lane. SH 114 NB Frontage Road at: • Site Driveway 1 - [UNSIGNALIZED] is proposed as a stop controlled intersection with two approaches. The northbound approach will have two thru lanes and one shared thru and right lane. The westbound approach will have one right turn lane. Existing Development The site is vacant with undeveloped land. Existing surrounding developments consist of commercial office buildings on all sides. Proposed Development The restaurant and retail development is planned to consist of a 10,000 SF Dakota's Steakhouse restaurant, a 10,000 SF event hall and 10,975 SF of retail space with an anticipated completion in 2026. Primary access for the development will be through three right-in, right-out driveways. One driveway on the SH 114 NB Frontage Road and two driveways on W. Kirkwood Boulevard. Exhibit 2 shows the proposed preliminary site plan. Table 1 summarizes the assumed land use and quantities for the purpose of this traffic study. able 1. Land Use Assumptions ITE Code Land Use Description Unit Expected Units 931 Fine Dining Restaurant SF 10,000 495 Recreational Community Center(Event Hall)* SF 10,000 822 Strip Retail Plaza (<40k) SF 10,975 In the ITE Trip Generation, 11"Edition, a use does not exist for an Event Hall, therefore Dunaway has assumed that a Recreational Community Center(ITE Code 495) is a suitable substitute for an Event Hall use. Dakota's Steakhouse and Retail Development, Southlake, Texas Traffic Impact Analysis Page 6 DUNAWAY Traffic Study Volumes Existing Traffic Volumes The traffic data was collected in February 2025 at four existing intersections. These counts can be found in the Appendix. The locations are as follows: 1. W. Kirkwood Boulevard and SH 114 SB Frontage Road (Signalized) 2. W. Kirkwood Boulevard and SH 114 NB Frontage Road (Signalized) 3. W. Kirkwood Boulevard and Varispace Driveway (Unsignalized) 4. W. Kirkwood Boulevard and T. W. King Road (Signalized) The peak turning movement volumes for each day were used in the analysis of the study area intersections as a conservative approach to reflect the existing conditions. The raw traffic count data is provided in the Appendix. Exhibit 3a and 3b shows the existing 2024 traffic counts during the AM and PM peak hours, respectively. Signal timing plans provided by the City of Southlake and TxDOT, video observation of signal operations, and engineering judgment were used to simulate existing conditions at the signalized intersections. These traffic volumes and signal timings were utilized for the background volumes and operations in the SYNCHRO analysis. Forecasted Traffic Volumes To assist in developing a predicted annual growth rate for the analysis of future traffic volumes, Dunaway reviewed the historical traffic volumes in the vicinity of the site. Using the information from TxDOT's STARS II system and obtained traffic volumes, a growth rate of 1.5 percent was calculated. This growth rate will be applied to the existing traffic volumes to project the anticipated traffic conditions in 2026. Calculations and supporting data are provided in the Appendix. Trip Generation The Institute of Transportation Engineers (ITE) provides predicted trip generation rates and equations for several land uses as provided in ITE Trip Generation, 111h Edition. These rates are based on individual sites to compute driveway volumes for particular land uses. The summary of trip generation rates provided by ITE Trip Generation, 111h Edition for the development is provided in Table 2. The summary of trips entering/exiting the development based on the ITE Trip Generation, 111h Edition are provided in Table 3. Table 2. Summary of Trip Generation Rates Land Use ITE Code Unit Period Trip Rate Distribution Rate In Out Daily 83.84(X) 50 50 Fine Dining Restaurant 931 SF AM 0.73 X 50 50 PM 7.80 X 67 33 Recreational Community Daily 28.82 X 50 50 Center(Event Hall) 495 SF AM 1.91 X 66 34 PM 2.50 X 47 53 Daily 54.45 X 50 50 Strip Retail Plaza(<40k) 822 SF AM 2.36 X 60 40 PM 6.59(X) 50 50 Dakota's Steakhouse and Retail Development, Southlake, Texas Traffic Impact Analysis Page 7 \ 3 ` 0 0 \ d a- o \ L v \ m \ Awul 1.34 'L7 ✓1 �. + '-50 \ .-218 \ - - .Kyrkwood 6°ule" \ W.Kirkwood Boulevard 177J► hot o �J 41 Z ZgRJ' 0��9 0 U\eJatd � a 00dd° o \ - \1I• a r a o \ 9� \ ' �Od o oo 1 \e�atd So�a�a ,` DUNAWA Exhibit 3a - 2025 Existing AM Turning Movement Counts Y Dakota's Steakhouse and Retail Development 550 Bailey Avenue•Suite400•Fort Worth,Texas76107 City of Southlake, Texas Tel:817.335.1121 (TX REG.F-1114) II � II \ 0 II \ d a o \ L m � N d o00 't 64 ` 'L4 J 1 4 '-279 \ � Uj� �082 rp _— \ — — — — — — — — — — oulevard \ \ W.Kirkwood Boulevard 56-4 ,~„oto ro1 Z a o a J\e,4 ZS Z oda o \ aa- I I r� m 9o� v f r-5 L 0 90 � 01, o o0 2�pg - �eJaCd �0 So\a�a ,` DUNAWA Exhibit 3b - 2025 Existing PM Turning Movement Counts Y Dakota's Steakhouse and Retail Development 550 Bailey Avenue•Suite400•Fort Worth,Texas76107 City of Southlake, Texas Tel:817.335.1121 (TX REG.F-1114) DUNAWAY Table 3. Summary of Gross Primary Trips ITE Unit Qty. Daily AM Peak Hour PM Peak Hour Code Enter Exit EnterF Exit Fine Dining Restaurant 931 SF 10,000 838 4 4 52 26 Recreational Community Center 495 SF 10,000 288 13 6 12 13 Strip Retail Plaza(<40k) 822 SF 10,975 598 16 10 36 36 Total 1724 33 20 100 75 Due to the low quantity of proposed land uses, as a conservative approach, internal capture or pass-by will not be considered in the TIA. Trip Distribution and Traffic Assignment The assumed trip origin and destination of peak hour site traffic assignment to and from the development were based on the existing traffic counts and proposed land use. The following are the general orientation calculations for the various land uses: Detailed Trip Distribution: • 30 percent to/from the north via SH 114 • 50 percent to/from the south via SH 114 • 15 percent to/from the west via Solana Boulevard • 5 percent to/from the east via W. Kirkwood Boulevard The calculated trip distribution was based on a percentage of the total amount of inbound/outbound trips and turning movement traffic counts. Entering and exiting primary site trip assignment was calculated by multiplying the calculated percentages by the total entering and exiting primary trip generation for both peak hours. Exhibit 4 shows the trip distribution percentages. Traffic Analysis Level of Service For intersection analysis, Level of Service (LOS) is defined by delay in seconds per vehicle at an intersection within a critical peak hour as detailed in Table 4 for both signalized and unsignalized intersections. Table 4. Intersection Level of Service (LOS) Level of Service, TDelay Signalized Intersection Average Unsignalized Intersection Average LOS per Vehicle, seconds Delay per Vehicle,seconds A < 10 <_ 10 B > 10<_20 > 10< 15 C >20<_35 > 15<_25 D > 35<_55 >25<35 E >55<_80 >35<50 F >80 > 50 Source: Highway Capacity Manual Th Edition, Transportation Research Board, 2022 Dakota's Steakhouse and Retail Development, Southlake, Texas Traffic Impact Analysis Page 10 \` 0 Q \ \ � o \ o I�rkwood Bouleva W.Kirkwood Boulev r 5/ \ \ o �00 O \\\ \ �� // • G v 7� \ r%►:1`5% °V\eJat 22.5% 27.5%� W 2.5% 77 Q 0) I v ,r, h o � gat 1z 50% 45% 50% X(� J\ellatd ° \ N ti` 0 00 Inbound a `95 \ F+ Outbound 50 \ 2�X� \` \ 0 \\ 9 \ Exhibit 4 - Trip Distribution Percentages,` RUNAWAYDakota's Steakhouse and Retail Development 550 Bailey Avenue•Suite400•Fort Worth,Texas76107 City of Southlake, Texas Tel:817.335.1121 (TX REG.F-1114) DUNAWAY Intersection Analysis AM and PM peak hour intersection analyses were performed for all study intersections, as discussed below, utilizing SMCHRO software. The LOS for each approach is shown, along with the delay/vehicle in seconds. For signalized intersections, overall LOS is also shown. 2025 Existing Analysis The traffic data in the project area was collected on a weekday in February 2025. The peak turning movement volumes collected at the intersections mentioned previously reflect the existing 2025 traffic conditions. The existing 2025 traffic counts can be seen in Exhibit 3a and 3b. The raw traffic count data is provided in the Appendix. The diamond interchange at SH 114 is currently under construction and this scenario was analyzed with current conditions, which exclude the channelized U-turns and the channelized right turn lane from the SH 114 NB Frontage Road to eastbound W. Kirkwood Boulevard. The study intersections were analyzed within SMCHRO 12. All the existing intersections currently operate at LOS C or better during both the AM and PM peak hours. The results of the intersection capacity analyses are provided in Table 5 and the SMCHRO analysis reports are provided in the Appendix. 2026 Forecasted Analysis To analyze the impacts of the background traffic growth prior to the development opening, the existing traffic was grown using the 1.5 percent growth rate and the intersections were configured to match the plans for the full buildout of the diamond interchange. To consider the new channelized U-turns, left turns on to W. Kirkwood Boulevard at the southbound and northbound SH 114 frontage roads were decreased by 10 percent. The 2026 Forecasted volumes for both peak hours can be seen in Exhibit 5a and 5b All the existing intersections currently operate at LOS C or better during both the AM and PM peak hours. The results of the intersection capacity analyses are provided in Table 5. The SMCHRO analysis reports and the interchange plans are provided in the Appendix. 2026 Forecasted and Site Analysis To analyze the impacts of the proposed restaurant and retail development opening in 2026; site traffic was added to the previous roadway network and study intersections. The 2026 Forecasted and Site traffic volumes for both peak hours can be seen in Exhibit 6a and 6b All the existing intersections currently operate at LOS C or better during both the AM and PM peak hours. The results of the intersection capacity analyses are provided in Table 5 and the SMCHRO analysis reports are provided in the Appendix. Dakota's Steakhouse and Retail Development, Southlake, Texas Traffic Impact Analysis Page 12 DUNAWAY Table 5. Peak Hour Intersection Capacity Analysis Results, Level Of Service (LOS) and Queue Delay 2026 Intersection Existing Forecasted Forecasted and Site W. Kirkwood Boulevard at 101 AM PM AM PM AM PM SH 114 SB Frontage Road' EB C 34.5 D 38.3 C 30.1 D 36.7 C 30.3 D 37.2 WB LOS A6.0 B 11.5 A5.0 A4.8 A5.1 A5.0 SB Delay C 28.5 D 42.1 B 19.3 D 36.3 B 19.6 D 37.3 Overall C 21.8 C 33.3 B 16.3 C 29.5 B 16.5 C 30.1 W. Kirkwood Boulevard at 102 AM PM AM PM AM PM SH 114 NB Frontage Road EB A6.7 B 12.1 A3.3 A3.3 A3.3 A4.1 WB LOS D 48.4 D 44.4 D 46.4 D 44.3 D 45.7 D 45.7 NB Delay D 36.7 D 43.8 C 32.3 D 41.0 C 32.6 D 40.8 Overall C 27.7 C 32.9 C 23.9 C 29.0 C 23.8 C 28.9 W.Kirkwood Boulevard at 103 AM PM AM PM AM PM T.W. King Road' EB A7.6 A8.6 A7.6 A8.7 A7.6 A8.6 WB LOS B13.1 B15.2 B13.2 B15.3 B13.2 B15.4 NB Delay C 21.0 C 20.5 C 21.1 C 20.6 C 21.1 C 20.6 SB B13.6 B14.9 B13.6 B14.8 B13.6 B14.9 Overall B11.0 B14.2 B11.0 B14.3 B11.0 B14.3 W. Kirkwood Boulevard at Varis ace Driveway z 201 AM PM AM PM AM PM EB B10.2 B10.4 B10.2 B10.5 B10.2 B10.5 SBL pay A0.0 B12.5 A0.0 B12.5 A0.0 B12.8 SBR B10.0 B12.7 B10.0 B12.8 B10.0 B12.8 SH 114 NB Frontage Road at Driveway 1 z 901 AM PM AM PM AM PM WB vela N/A N/A N/A N/A B 12.0 B 11.5 W.Kirkwood Boulevard at Driveway 2 z 902 AM PM AM PM AM PM NB oOay N/A N/A N/A N/A B 10.4 A 9.4 W.Kirkwood Boulevard at Driveway 3 z 903 AM PM AM PM AM PM NB LOS N/A N/A N/A N/A A 10.0 A 9.3 ' -Signalized Intersection, (A, B, C, D, E, F= LOS) z-Two-Way Stop, (A, B, C, D, E, F = LOS) Dakota's Steakhouse and Retail Development, Southlake, Texas Traffic Impact Analysis Page 13 0 LO LO A 1 , 0 � v fl- o d N \\ °� -.Awm A-35 t-7 J 1 �' • 51 ` ` 9 —221 ro-------------_------ - 4� G0 - W.Kirkwood WV y v� f2 2 W.Kirkwood Boulevard 142' moo p o 2ga� a 0 dp, � o a i o 2�, 2 �'y ��0� h f50 o \e4ata L12 >'y,> pd 0 0 o Q � '10-s 1 �a $oJ\e Exhibit 5a - 2026 Forecasted AM Turning Movement Counts '` DUNAWAY Dakota's Steakhouse and Retail Development 550 Bailey Avenue•Suite400•Fort Worth,Texas76107 City of Southlake, Texas Tel:817.335.1121 (TX REG.F-1114) II 0 ZS II 0 II � O � v a ° G ;v o\, boa t65 --4 '-283 o —489 r0 Kirkwood Boulevard 57— Noo z ° 0 0 ` a ,00d�o J\eJaCd � I \allo ;0*a I I s��0 wee1rO� � � atd A566 ti Q` d�; .00 a 6 140 °d ' o 0 o Q � ,1a 50 �a Exhibit 5b - 2026 Forecasted PM Turning Movement Counts '` DUNAWAY Dakota's Steakhouse and Retail Development 550 Bailey Avenue•Suite400•Fort Worth,Texas76107 City of Southlake, Texas Tel:817.335.1121 (TX REG.F-1114) II \` T III � I ` o a o t35 —53 i7 4! r0 4-221 ---- ` r23�3 J 62 _ — `� var Sys ✓212 KirkTod B64 lev t$$eva Kirkwood B 9 182—� ~o0 o w. g91 42-).-I 'I ohd 6..* t • 29 6 I o Z o \ a�°V $� w p I rn �I��iS1OaAd ��R �,A� J1i��11 tJ I I °°a6 00� \ t d �\ 9d�a r�0 \\ SS ° \P2 19g' o %ara�°-wla\ao�d9P�o � e O ' 1, sy ,\ A o� d n, 'P°dam Exhibit 6a - 2026 Forecasted and Site AM Turning Movement Counts '` DUNAWAY Dakota's Steakhouse and Retail Development 550 Bailey Avenue•Suite400•Fort Worth,Texas76107 City of Southlake, Texas Tel:817.335.1121 (TX REG.F-1114) 11 � II 7 \ O \\ L m w v i65 \` \ 5006(D 288 ` o 4 i a 1 �' r0 \ �� -489 \` rs9b, d 4') 45 - - \ �Ykw�od Boulev 00 9 W.Kirkwood Bo�le_6 N 21— j \tk J 28Ig. 61 Z{ o�d \ °o° jd • P� 1606� - °° 2 O d sso 9Qo ✓22'1 � ° atd �c�6 J,v2 .� I I 9�� .. �, go = o06 o r Qjy sy o So�a�a hod o ° � so \ ^0% � 9P \\ Exhibit 6b - 2026 Forecasted and Site PM Turning Movement Counts '` DUNAWAY Dakota's Steakhouse and Retail Development 550 Bailey Avenue•Suite400•Fort Worth,Texas76107 City of Southlake, Texas Tel:817.335.1121 (TX REG.F-1114) DUNAWAY Access Management Driveway Distances The proposed development will have three points of access; two that will be located on W. Kirkwood Boulevard and one that will be located on the SH 114 NB Frontage Road. All three driveways will operate as right in, right out. W. Kirkwood Boulevard is under the jurisdiction of the City of Southlake and the SH 114 NB Frontage Road is under the jurisdiction of TxDOT. However, the City of Southlake, in their Driveway Ordinance No. 634 has more restrictive requirements than TxDOT. Therefore, only the City of Southlake requirements are evaluated. According to the City of Southlake Master Throughfare Plan, W. Kirkwood Boulevard is considered an ARTERIAL street and the SH 114 Frontage Roads are classified in their own category. The minimum distances approved for city streets are provided in Table 6. The proposed future streets/driveways are listed in Table 7. As indicated in Table 7, the proposed driveways meet the required separation distance. Table 6. City of Southlake Minimum Driveway Spacing Criteria Street Type Driveway Spacing (ft) ARTERIAL 200' SH 114 & Frontage Roads 200' Source: Table One. Driveway Ordinance, Ordinance No. 634, City of Southlake Table 7. City of Southlake Driveway Spacing Criteria Evaluation -7 Intersection Next Intersection Previous Intersection Criteria Satisfied W. Kirkwood Boulevard Commercial Driveway Driveway 1 at SH 114 NB Frontage Road 410' >1000' YES Driveway 3 SH 114 NB Frontage Road Driveway 2 at W. Kirkwood Boulevard 380" 235' YES T. W. King Road Driveway 2 Driveway 3 at W. Kirkwood Boulevard 230' 380' YES Sight Distance Analysis Sight distance at the proposed driveways was analyzed for the design sight distance and stopping sight distance. W. Kirkwood Boulevard has a posted speed limit of 30 mph. Based on the location of Driveway 2 and Driveway 3 and that W. Kirkwood Boulevard is relatively straight and free of visual obstructions, no sight distance issues are anticipated at these driveways. SH 114 NB Frontage Road has a posted speed limit of 40 mph. Due to the recent construction of the frontage road, visibility has been improved and no sight distance issues are anticipated at Driveway 1. Auxiliary Lane Analysis Based on the trip generation numbers, a right or left turn deceleration lane is not required at any site driveway (speed limit <_ 40 mph, no driveway above 120 peak hour trips). The proposed Dakota's Steakhouse and Retail Development, Southlake, Texas Traffic Impact Analysis Page 18 DUNAWAY driveway along the SH 114 Northbound Frontage Road already includes a right turn deceleration lane as part of the SH 114 corridor improvements. Conclusions/Recommendations Results of the traffic analysis for the development indicates that all of the proposed and existing intersections currently operate at LOS C or better at the 2026 Forecasted and Site scenario in both the AM and PM peak hour analysis. However, it is recommended that the SH 114 and W. Kirkwood Boulevard diamond interchange (after construction is complete and traffic has had a chance to normalize) be studied to update the traffic signal timing as needed. Site access was reviewed, and all driveways meet driveway spacing and sight distance requirements. No auxiliary lanes are recommended for all three driveways. Based on the analysis, Dunaway's recommends the approval of the Dakota's Steakhouse and Retail Development in the City of Southlake. Dakota's Steakhouse and Retail Development, Southlake, Texas Traffic Impact Analysis Page 19 APPENDIX TXDOT PLANS \ J, xxx } r ` k ` Ak } ' \ _ r. TXDOT DATA 2009 5010 2014 5385 1.5% 2019 6819 5.3% Estimated from traffic counts---> 2024 5990 -2.4% f C a °b txdot.public.ms2softcom/tcds/tsearch.asp?loc=Txdot&mod=TCDS T} F1 I , C Dunaway links op ❑AllTraffic Count(TCDS) MS2 fiOokmahs #® A Am.---.p oogle- RUN y� EMeAtltre s Laak La�mnlD zz9lr2zz MID 2a2 Type SPOT HPMSID ASSIGNED Q SFGrap STATEWIDEFC5(2024) I ROft Type FC a AFCraap REGIGN3NFC5(2024) I R"DODO GFGraup FORTWORMI FC-(2M5) i,j AcBve Yes Clem Di Grp Ca1eM JUIRBANACIR )••J • j) S ,auGrp FORTWORTM(2M6) WIMG.W 3, T 23) �Q7 GC Gmup Vdu Grwp2 (23) Frc lChsa(5)Map,Cdll LpOOd nAOn Olt�267181 Ell a La On NMa 267181 More Detail FL� r 114 (� Directions:I=EB WE N r W Ywr MOT OHVJO R% 0% PA BC Sro 6.819119) 2019 6,819 7.194 18 76 5,385 004Sd3 16 75 a 9 5,010 114 �I f I I Y3 1a MADBk W TOW Year MnIM G.v W W 19 15 8458 2024 -3% Man 4212014 1 5 5.609 2019 51 2014 1% Dak Int Pace Mth T w Dep 4 Int Talel I.IiLJ i191 114 No IT No Data a Yl Deter Aale, I AvB GM Trial DaDe Aaka I 85BI TOW IVO DaIa NOOaIa Oate Int TO01 r� PEI NO Data • Dah IM 2/-NrTrial , � R 114 TURNING MOVEMENT COUNTS GRAM Traffi NTX* Inc. !�& SUMMARY D SZCZESNY-ROANOKE-KIRKWOOD Project BLVD&SH 114 FIR-DUNAWAY Project Code 19C Site Name A.SH 114 EBFR @ SOLANA BLVD Legs and Movements All Processed Legs&Movements Count Interval 15 Start Time 07:00 End Time 17:45 Location A.SH 114 EBFR @ SOLANA BLVD Latitude and Longitude (32.981846,-97.167808) START END PHF AM PEAK 2025-02-13 07:30:00 2025-02-13 08:30:00 0.92 PM PEAK 2025-02-1316:45:00 2025-02-1317:45:00 0.8 Mid-Day PEAK Forced Peak AM Forced Peak PM Page No-1 GRAM Traffi NIX* Inc. A.SH 114 EBFR @ SOLANA BLVD 32.9818460012394,-97.16780765014668 2025-02-13 Lights Leg SOLANA BLVD SH 114 EBFR SOLANA BLVD SH 114 EBFR Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Peds Pads Left Thru Right U- Peds Peds Left Thru Right U- Peds Peds Left Thru Right U- Peds Pods Tum CW CCW Turn CW CCW Turn CW CCW Turn CW CCW 07:00 40 57 0 0 0 0 0 0 0 0 0 0 0 27 24 0 0 0 35 38 18 0 0 0 07:15 37 73 0 0 0 0 0 0 0 0 0 0 0 27 29 0 0 0 41 67 26 0 0 0 07:30 49 114 0 0 0 0 0 0 0 0 0 0 0 41 38 0 0 0 60 81 40 0 0 0 0745 30 128 0 0 0 0 0 0 0 0 0 0 0 56 40 0 0 0 95 38 53 0 0 0 Hourly Total 156 372 0 0 0 0 0 0 0 0 0 0 0 151 131 0 0 0 231 224 137 0 0 0 0800 26 131 0 0 0 0 0 0 0 0 0 0 0 51 30 0 0 0 81 32 42 0 0 0 0815 29 118 0 0 0 0 0 0 0 0 0 0 0 38 23 0 0 0 67 17 67 0 0 0 08:30 41 92 0 0 0 0 0 0 0 0 0 0 0 41 25 0 0 0 64 20 32 0 0 0 08:45 33 87 0 0 0 0 0 0 0 0 0 0 0 33 18 0 0 0 110 22 44 0 0 0 Hourly Total 129 428 0 0 0 0 0 0 0 0 0 0 0 163 96 0 0 0 322 91 185 0 0 0 1600 33 41 0 0 0 0 0 0 0 0 0 0 0 38 94 0 0 0 51 30 22 0 0 0 1615 33 40 0 0 0 0 0 0 0 0 0 0 0 26 82 0 0 0 29 16 16 0 0 0 1630 43 41 0 0 0 0 0 0 0 0 0 0 0 65 89 0 0 0 28 12 19 0 0 0 1645 38 37 0 0 0 0 0 0 0 0 0 0 0 47 73 0 0 0 67 7 30 0 0 0 Hourly Total 147 159 0 0 0 0 0 0 0 0 0 0 0 176 338 0 0 0 175 65 87 0 0 0 17:00 60 46 0 0 0 0 0 0 0 0 0 0 0 92 222 0 0 0 46 11 18 0 0 0 1715 40 34 0 0 0 0 0 0 0 0 0 0 0 93 124 0 0 0 70 41 24 0 0 0 1730 81 45 0 0 0 0 0 0 0 0 0 0 0 56 89 0 0 0 45 32 17 0 0 0 1745 47 48 0 0 0 0 0 0 0 0 0 0 0 47 52 0 0 0 48 6 17 0 0 0 Hourly Total 228 173 0 0 0 0 0 0 0 0 0 0 0 288 487 0 0 0 209 90 76 0 0 0 Total 660 1132 0 0 0 0 0 0 0 0 0 0 0 778 1052 0 0 0 937 470 485 0 0 0 Page No-2 GRAM Traffi NIX* Inc. A.SH 114 EBFR @ SOLANA BLVD 32.9818460012394,-97.16780765014668 2025-02-13 Mediums Leg SOLANA BLVD SH 114 EBFR SOLANA BLVD SH 114 EBFR Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Peds Pads Left Thru Right U- Peds Peds Left Thru Right U- Peds Peds Left Thru Right U- Peds Peds Tum CW CCW Turn CW CCW Turn CW CCW Turn CW CCW 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 07:15 1 1 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 07:30 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0745 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 Hourly Total 2 3 0 0 0 0 0 0 0 0 0 0 0 3 3 0 0 0 4 0 0 0 0 0 0800 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0815 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 08:30 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 Hourly Total 3 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 1 0 0 0 1600 1 1 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 0 0 0 0 1615 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1630 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 0 0 1645 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 1 0 1 0 0 0 Hourly Total 4 4 0 0 0 0 0 0 0 0 0 0 0 5 1 0 0 0 2 2 2 0 0 0 17:00 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1715 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1730 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 Total 13 8 0 0 0 0 0 0 0 0 0 0 0 8 6 0 0 0 7 5 3 0 0 0 Page No-3 GRAM Traffi NIX* Inc. A.SH 114 EBFR @ SOLANA BLVD 32.9818460012394,-97.16780765014668 2025-02-13 Articulated Trucks Leg SOLANA BLVD SH 114 EBFR SOLANA BLVD SH 114 EBFR Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Peds Pads Left Thru Right U- Peds Peds Left Thru Right U- Peds Peds Left Thru Right U- Peds Peds Tum CW CCW Turn CW CCW Turn CW CCW Turn CW CCW 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1600 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1615 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 Total 1 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 Page No-4 GRAM Traffi NIX* Inc. A.SH 114 EBFR @ SOLANA BLVD 32.9818460012394,-97.16780765014668 2025-02-13 Bicycles on Road Leg SOLANA BLVD SH 114 EBFR SOLANA BLVD SH 114 EBFR Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Peds Pads Left Thru Right U- Peds Peds Left Thru Right U- Peds Peds Left Thru Right U- Peds Peds Tum CW CCW Turn CW CCW Turn CW CCW Turn CW CCW 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1615 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page No-5 GRAM Traffi NIX* Inc. A.SH 114 EBFR @ SOLANA BLVD 32.9818460012394,-97.16780765014668 2025-02-13 Total Volume Class Breakdown Leg SOLANA BLVD SH 114 EBFR SOLANA BLVD SH 114 EBFR Direction South Bound WestBound NorthBound EastBound Start Time Left Thru Right U- App Pods Pecs Left Thru Right U- TAP Peds Pads Lek Thru Right U- App Pods Pods Left Thru Right U- App Peds Peds Int Turn Total CW CCW Turn Total CW CCW Turn Total CW CCW Turn Total CW CCW Total 07:00 40 57 0 0 97 0 0 0 0 0 0 0 0 0 0 27 25 0 52 0 0 35 38 18 0 91 0 0 240 07:15 38 74 0 0 112 0 0 0 0 0 0 0 0 0 0 30 29 0 59 0 0 41 67 26 0 134 0 0 305 07:30 50 116 0 0 166 0 0 0 0 0 0 0 0 0 0 41 40 0 81 0 0 62 81 40 0 183 0 0 430 0745 30 129 0 0 159 0 0 0 0 0 0 0 0 0 0 56 40 0 96 0 0 97 38 53 0 188 0 0 443 Hourly Total 158 376 0 0 534 0 0 0 0 0 0 0 0 0 0 154 134 0 288 0 0 235 224 137 0 596 0 0 1418 0800 27 131 0 0 158 0 0 0 0 0 0 0 0 0 0 51 31 0 82 0 0 81 33 42 0 156 0 0 396 0815 30 118 0 0 148 0 0 0 0 0 0 0 0 0 0 38 24 0 62 0 0 67 18 67 0 152 0 0 362 0830 42 92 0 0 134 0 0 0 0 0 0 0 0 0 0 41 25 0 66 0 0 64 20 32 0 116 0 1 316 0845 33 87 0 0 120 0 0 0 0 0 0 0 0 0 0 34 18 0 52 0 0 110 22 45 0 177 0 0 349 Hourly Total 132 428 0 0 560 0 0 0 0 0 0 0 0 0 0 164 98 0 262 0 0 322 93 186 0 601 0 1 1423 1600 35 42 0 0 77 0 0 0 0 0 0 0 0 0 0 40 94 0 134 0 0 51 32 22 0 105 0 1 316 1615 35 43 0 0 78 0 0 0 0 0 0 0 0 0 0 26 82 0 108 0 0 30 16 16 0 62 0 0 248 1630 43 41 0 0 84 0 0 0 0 0 0 0 0 0 0 66 90 0 156 0 0 28 12 20 0 60 0 0 300 1645 39 37 0 0 76 0 0 0 0 0 0 0 0 0 0 49 73 0 122 0 0 68 7 31 0 106 0 0 304 Hourly Total 152 163 0 0 315 0 0 0 0 0 0 0 0 0 0 181 339 0 520 0 0 177 67 89 0 333 0 1 1168 17:00 61 47 0 0 108 0 0 0 0 0 0 0 0 0 0 92 222 0 314 0 0 46 11 18 0 75 2 0 497 1715 42 34 0 0 76 0 0 0 0 0 0 0 0 0 0 93 124 0 217 0 0 71 41 24 0 136 0 0 429 1730 82 45 0 0 127 0 0 0 0 0 0 0 0 0 0 56 89 0 145 0 0 45 34 17 0 96 0 0 368 1745 47 48 0 0 95 0 0 0 0 0 0 0 0 0 0 47 52 0 99 0 0 48 6 17 0 71 0 0 265 Hourly Total 232 174 0 0 406 0 0 0 0 0 0 0 0 0 0 288 487 0 775 0 0 210 92 76 0 378 2 0 1559 Grand Total 674 1141 0 0 1815 0 0 0 0 0 0 0 0 0 0 787 1058 0 1845 0 0 944 476 488 0 1908 2 2 5568 approach% 37 62 0 0 99 0 0 0 0 0 0 0 0 0 0 42 57 0 99 0 0 49 24 25 0 98 0 0 296 Total% 12 20 0 0 32 0 0 0 0 0 0 0 0 0 0 14 19 0 33 0 0 16 8 8 0 34 0 0 100 Lights 660 1132 0 0 1792 0 0 0 0 0 0 0 0 0 0 778 1052 0 1830 0 0 937 470 485 0 1892 0 0 5514 Lights% 97 99 0 0 98 0 0 0 0 0 0 0 0 0 0 98 99 0 99 0 0 99 98 99 0 99 0 0 99 Mediums 13 8 0 0 21 0 0 0 0 0 0 0 0 0 0 8 6 0 14 0 0 7 5 3 0 15 0 0 50 Mediums% 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 Articulated Trucks 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 1 0 0 1 0 0 4 Articulated Trucks 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 Bicycles on Ro ad 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 Bicycles on R 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 oad 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 2 2 0 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 0 100 0 0 Pcl 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 Pcl% 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 Page No-6 GRAM Traf�h ARX* rnc. A.SH 114 EBFR @ SOLANA BLVD 32.9818460012394,-97.16780765014668 2025-02-13 Turning Movement Data Plot 03®c3® 0 1132 660 0 0 B 13 0 0 INJIME 1 0 .,....m, 0 0 0 0 0 1141 674 l0 N I => - aoo ° o13 1w]- - -0 � (:�- 00000© ql� 4 �, 0 0 0 0 0 0 1 0 0 0 9 9 CE0ou ® North Total O 0 0 Q� Q� 0 0 -a E-0 0 ==> 0 Page No-7 GRAM Traffi NIX* Inc. A.SH 114 EBFR @ SOLANA BLVD 32.9818460012394,-97.16780765014668 2025-02-13 Peak AM Class Breakdown Leg SOLANA BLVD SH 114 EBFR SOLANA BLVD SH 114 EBFR Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- TAP, Peds Pads Left Thru Right U- App Peds Pads Lek Thru Right U- App Pods Pods Left Thru Right U- App Peds Peds Int Turn Total CW CCW Tum Total CW CCW Turn Total CW CCW Turn Total CW CCW Total 07:30:00 50 116 0 0 166 0 0 0 0 0 0 0 0 0 0 41 40 0 81 0 0 62 81 40 0 183 0 0 430 07:45:00 30 129 0 0 159 0 0 0 0 0 0 0 0 0 0 56 40 0 96 0 0 97 38 53 0 188 0 0 443 08:00:00 27 131 0 0 158 0 0 0 0 0 0 0 0 0 0 51 31 0 82 0 0 81 33 42 0 156 0 0 396 081500 30 118 0 0 148 0 0 0 0 0 0 0 0 0 0 38 24 0 62 0 0 67 18 67 0 152 0 0 362 Grand Total 137 494 0 0 631 0 0 0 0 0 0 0 0 0 0 186 135 0 321 0 0 307 170 202 0 679 0 0 1631 approach% 21 78 0 0 99 0 0 0 0 0 0 0 0 0 0 57 42 0 99 0 0 45 25 29 0 99 0 0 297 Total% 8 30 0 0 39 0 0 0 0 0 0 0 0 0 0 11 8 0 20 0 0 19 10 12 0 42 0 0 100 Lights 134 491 0 0 625 0 0 0 0 0 0 0 0 0 0 186 131 0 317 0 0 303 168 202 0 673 0 0 1615 Lights% 98 99 0 0 99 0 0 0 0 0 0 0 0 0 0 100 97 0 99 0 0 99 99 100 0 99 0 0 99 Mediums 3 2 0 0 5 0 0 0 0 0 0 0 0 0 0 0 4 0 4 0 0 4 2 0 0 6 0 0 15 Mediums% 2 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 3 0 1 0 0 1 1 0 0 1 0 0 1 Articulated Trucks 0 1 0 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 1 Articulated 0 Trucksla 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 BicVllad on Ao 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 Bico add on Ro 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 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 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 Pcl 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 Pcl% 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 PHF 0.68 0.94 0.0 0.0 0.95 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.83 0.84 0.0 0.84 0.0 0.0 0.79 0.52 0.75 0.0 0.9 0.0 0.0 0.92 Page No-8 GRAM Traf�h ARX* rnc. A.SH 114 EBFR @ SOLANA BLVD 32.9818460012394,-97.16780765014668 2025-02-13 AM Peak Turning Movement Data Summary 03®0® 0 491 134 0 0 2 3 0 0 IEd=E 0 0 0 n494 137 a vooe® g � -° veep 0 => aoo ° o13 0 0 0 0 0 0 0 0 0 0 h 0 0 981 IE1 North Total 0 E==> 0 0 0 4b 4� 0 0 -0 a -0 0 ==> 0 Page No-9 GRAM Traffi NIX* Inc. A.SH 114 EBFR @ SOLANA BLVD 32.9818460012394,-97.16780765014668 2025-02-13 Peak PM Class Breakdown Leg SOLANA BLVD SH 114 EBFR SOLANA BLVD SH 114 EBFR Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- TAP, Peds Pads Left Thru Right U- App Peds Pads Lek Thru Right U- App Pods Pods Left Thru Right U- Ann Peds Peds Int Turn Total CW CCW Tum Total CW CCW Turn Total CW CCW Turn Total CW CCW Total 16:45:00 39 37 0 0 76 0 0 0 0 0 0 0 0 0 0 49 73 0 122 0 0 68 7 31 0 106 0 0 304 17:00:00 61 47 0 0 108 0 0 0 0 0 0 0 0 0 0 92 222 0 314 0 0 46 11 18 0 75 2 0 497 17:15:00 42 34 0 0 76 0 0 0 0 0 0 0 0 0 0 93 124 0 217 0 0 71 41 24 0 136 0 0 429 173000 82 45 0 0 127 0 0 0 0 0 0 0 0 0 0 56 89 0 145 0 0 45 34 17 0 96 0 0 368 Grand Total 224 163 0 0 387 0 0 0 0 0 0 0 0 0 0 290 508 0 798 0 0 230 93 90 0 413 2 0 1598 approach% 57 42 0 0 99 0 0 0 0 0 0 0 0 0 0 36 63 0 99 0 0 55 22 21 0 98 0 0 296 Total% 14 10 0 0 24 0 0 0 0 0 0 0 0 0 0 18 32 0 50 0 0 14 6 6 0 26 0 0 100 Lights 219 162 0 0 381 0 0 0 0 0 0 0 0 0 0 288 508 0 796 0 0 228 91 89 0 408 0 0 1585 Lights% 98 99 0 0 98 0 0 0 0 0 0 0 0 0 0 99 100 0 100 0 0 99 98 99 0 99 0 0 99 Mediums 5 1 0 0 6 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 2 1 1 0 4 0 0 12 Mediums% 2 1 0 0 2 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 1 1 0 1 0 0 1 Articulated Trucks 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 1 Articulated 0 Trucksla 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 0 0 BicVVllad on Ao 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 Bico add on Ro 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 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 2 0 0 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 0 100 0 0 Pcl 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 Pcl% 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 PHF 0.68 0.87 0.0 0.0 0.76 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.78 0.57 0.0 0.64 0.0 0.0 0.81 0.57 0.73 0.0 0.76 0.25 0.0 0.8 Page No-10 GRAM Traf�h ARX* rnc. A.SH 114 EBFR @ SOLANA BLVD 32.9818460012394,-97.16780765014668 2025-02-13 PM Peak Turning Movement Data Summary 03®M® 0 162 219 0 0 1 5 0 0 jEfiEn 0 0 vooe® g � -° veep ® => aoo ° o13 Iw]- - -0 - 00000© 0 0 0 0 0 0 0 0 0 0 Z 0 0 0 89Z BOS North Total 0 E==> 0 0 0 0 0 -0 a -0 0 ==> 0 Page No-11 GRAM Traffi NTX* Inc. !�& SUMMARY D SZCZESNY-ROANOKE-KIRKWOOD Project BLVD&SH 114 FIR-DUNAWAY Project Code 19C Site Name B.SH 114 WBFR @ KIRKWOOD BLVD Legs and Movements All Processed Legs&Movements Count Interval 15 Start Time 07:00 End Time 17:45 Location B.SH 114 WBFR @ KIRKWOOD BLVD Latitude and Longitude (32.982245,-97.166744) START END PHF AM PEAK 2025-02-13 07:30:00 2025-02-13 08:30:00 0.91 PM PEAK 2025-02-1316:45:00 2025-02-1317:45:00 0.96 Mid-Day PEAK Forced Peak AM Forced Peak PM Page No-1 GRAM Traffi N7 * Inc. B.SH 114 WBFR @ KIRKWOOD BLVD 32.98224464892129,-97.16674440700247 2025-02-13 Lights Leg SOLANA BLVD SH 114 WBFR SOLANA BLVD SH 114 WBFR Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Peds Pads Left Thru Right U- Peds Peds Left Thru Right U- Peds Peds Left Thru Right U- Peds Pods Tum CW CCW Turn CW CCW Turn CW CCW Turn CW CCW 07:00 0 40 2 0 0 0 54 12 8 0 0 0 34 28 0 0 0 0 0 0 0 0 0 0 07:15 0 44 6 0 0 0 69 21 10 0 0 0 35 34 0 0 0 0 0 0 0 0 0 0 07:30 0 70 8 0 0 0 94 17 21 0 0 0 49 51 0 0 0 0 0 0 0 0 0 0 0745 0 46 5 0 0 0 116 27 28 0 0 0 77 73 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 200 21 0 0 0 333 77 67 0 0 0 195 186 0 0 0 0 0 0 0 0 0 0 0800 0 44 2 0 0 0 110 35 30 0 0 0 56 78 0 0 0 0 0 0 0 0 0 0 0815 0 45 6 0 0 0 106 30 25 0 0 0 35 66 0 0 0 0 0 0 0 0 0 0 08:30 0 48 6 0 0 0 81 29 21 0 0 0 51 58 0 1 0 0 0 0 0 0 0 0 08:45 0 37 3 0 0 0 82 23 23 0 0 0 47 97 0 1 0 0 0 0 0 0 0 0 Hourly Total 0 174 17 0 0 0 379 117 99 0 0 0 189 299 0 2 0 0 0 0 0 0 0 0 1600 0 42 55 0 0 0 32 49 6 0 0 0 79 14 0 0 0 0 0 0 0 0 0 0 1615 0 53 63 0 0 0 22 54 3 0 0 0 42 14 0 0 0 0 0 0 0 0 0 0 1630 0 56 76 0 0 0 27 79 6 0 0 0 81 13 0 0 0 0 0 0 0 0 0 0 1645 0 58 73 0 0 0 18 67 3 0 0 0 94 17 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 209 267 0 0 0 99 249 18 0 0 0 296 58 0 0 0 0 0 0 0 0 0 0 17:00 0 83 83 0 0 0 24 64 4 0 0 0 132 10 0 0 0 0 0 0 0 0 0 0 1715 0 56 63 0 0 0 19 95 3 0 0 0 122 34 0 0 0 0 0 0 0 0 0 0 1730 0 102 72 0 0 0 25 94 1 0 0 0 97 12 0 0 0 0 0 0 0 0 0 0 1745 0 64 44 0 0 0 32 95 2 0 0 0 78 10 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 305 262 0 0 0 100 348 10 0 0 0 429 66 0 0 0 0 0 0 0 0 0 0 Total 0 888 567 0 0 0 911 791 194 0 0 0 1109 609 0 2 0 0 0 0 0 0 0 0 Page No-2 GRAM Traffi N7 * Inc. B.SH 114 WBFR @ KIRKWOOD BLVD 32.98224464892129,-97.16674440700247 2025-02-13 Mediums Leg SOLANA BLVD SH 114 WBFR SOLANA BLVD SH 114 WBFR Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Peds Pads Left Thru Right U- Peds Peds Left Thru Right U- Peds Peds Left Thru Right U- Peds Pods Tum CW CCW Turn CW CCW Turn CW CCW Turn CW CCW 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 1 0 0 0 0 1 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 07:30 0 2 0 0 0 0 0 2 1 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0745 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 4 0 0 0 0 1 2 1 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 0800 0 1 0 0 0 0 0 2 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0815 0 0 0 0 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 2 0 0 0 0 1 5 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1600 0 0 2 0 0 0 2 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 1615 0 4 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1630 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1645 0 0 0 0 0 0 1 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 4 2 0 0 0 4 1 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 2 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1715 0 2 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1730 0 0 1 0 0 0 1 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1745 0 0 1 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 2 2 0 0 0 3 4 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 Total 0 12 4 0 0 0 9 12 1 0 0 0 11 4 0 0 0 0 0 0 0 0 0 0 Page No-3 GRAM Traffi N7 * Inc. B.SH 114 WBFR @ KIRKWOOD BLVD 32.98224464892129,-97.16674440700247 2025-02-13 Articulated Trucks Leg SOLANA BLVD SH 114 WBFR SOLANA BLVD SH 114 WBFR Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Peds Pads Left Thru Right U- Peds Peds Left Thru Right U- Peds Peds Left Thru Right U- Peds Pods Tum CW CCW Turn CW CCW Turn CW CCW Turn CW CCW 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1600 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1615 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1630 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 1 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 1 0 0 0 0 1 2 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 Page No-4 GRAM Traffi N7 * Inc. B.SH 114 WBFR @ KIRKWOOD BLVD 32.98224464892129,-97.16674440700247 2025-02-13 Bicycles on Road Leg SOLANA BLVD SH 114 WBFR SOLANA BLVD SH 114 WBFR Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Peds Pads Left Thru Right U- Peds Peds Left Thru Right U- Peds Peds Left Thru Right U- Peds Pods Tum CW CCW Turn CW CCW Turn CW CCW Turn CW CCW 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1615 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1715 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 Page No-5 GRAM Traffi N7 * Inc. B.SH 114 WBFR @ KIRKWOOD BLVD 32.98224464892129,-97.16674440700247 2025-02-13 Total Volume Class Breakdown Leg SOLANA BLVD SH 114 WBFR SOLANA BLVD SH 114 WBFR Direction South Bound WestBound NorthBound EastBound Start Time Left Thru Right U- App Pods Pecs Left Thru Right U- TAP Peds Pads Lek Thru Right U- App Pods Pods Left Thru Right U- App Peds Peds Int Turn Total CW CCW Turn Total CW CCW Turn Total CW CCW Turn Total CW CCW Total 07:00 0 40 2 0 42 0 0 54 12 8 0 74 0 0 34 28 0 0 62 0 0 0 0 0 0 0 0 0 178 07:15 0 45 6 0 51 0 0 70 21 10 0 101 0 0 35 37 0 0 72 0 0 0 0 0 0 0 0 0 224 07:30 0 72 8 0 80 0 0 95 19 22 0 136 0 0 51 51 0 0 102 0 0 0 0 0 0 0 0 0 318 0745 0 47 5 0 52 0 0 116 27 28 0 171 0 0 78 73 0 0 151 1 0 0 0 0 0 0 0 0 374 Hourly Total 0 204 21 0 225 0 0 335 79 68 0 482 0 0 198 189 0 0 387 1 0 0 0 0 0 0 0 0 1094 0800 0 45 2 0 47 0 0 110 37 30 0 177 0 0 57 78 0 0 135 0 0 0 0 0 0 0 0 0 359 0815 0 45 6 0 51 1 1 107 32 25 0 164 0 0 35 66 0 0 101 0 0 0 0 0 0 0 0 0 316 0830 0 49 6 0 55 0 0 81 30 21 0 132 0 0 51 58 0 1 110 0 0 0 0 0 0 0 0 0 297 0845 0 37 3 0 40 0 0 82 23 23 0 128 0 0 47 98 0 1 146 0 0 0 0 0 0 0 0 0 314 Hourly Total 0 176 17 0 193 1 1 380 122 99 0 601 0 0 190 300 0 2 492 0 0 0 0 0 0 0 0 0 1286 1600 0 43 57 0 100 0 0 34 50 6 0 90 0 0 81 14 0 0 95 0 0 0 0 0 0 0 0 0 285 1615 0 57 63 0 120 0 0 23 54 3 0 80 0 0 42 14 0 0 56 0 0 0 0 0 0 0 0 0 256 1630 0 56 76 0 132 0 0 27 81 6 0 114 0 0 82 13 0 0 95 0 0 0 0 0 0 0 0 0 341 1645 0 58 73 0 131 0 0 19 67 3 0 89 0 0 96 17 0 0 113 0 0 0 0 0 0 0 0 0 333 Hourly Total 0 214 269 0 483 0 0 103 252 18 0 373 0 0 301 58 0 0 359 0 0 0 0 0 0 0 0 0 1215 17:00 0 83 83 0 166 0 0 26 65 4 0 95 0 0 132 11 0 0 143 0 0 0 0 0 0 0 1 0 404 1715 0 58 63 0 121 0 0 19 95 3 0 117 0 0 123 35 0 0 158 0 0 0 0 0 0 0 1 0 396 1730 0 102 73 0 175 0 0 26 95 1 0 122 0 0 98 12 0 0 110 0 0 0 0 0 0 0 0 0 407 1745 0 64 45 0 109 0 0 32 97 2 0 131 0 0 78 10 0 0 88 0 0 0 0 0 0 0 0 0 328 Hourly Total 0 307 264 0 571 0 0 103 352 10 0 465 0 0 431 68 0 0 499 0 0 0 0 0 0 0 2 0 1535 Grand Total 0 901 571 0 1472 1 1 921 805 195 0 1921 0 0 1120 615 0 2 1737 1 0 0 0 0 0 0 2 0 5130 approach% 0 61 38 0 99 0 0 47 41 10 0 98 0 0 64 35 0 0 99 0 0 0 0 0 0 0 0 0 296 Total% 0 17 11 0 28 0 0 17 15 3 0 37 0 0 21 11 0 0 33 0 0 0 0 0 0 0 0 0 100 Lights 0 888 567 0 1455 0 0 911 791 194 0 1896 0 0 1109 609 0 2 1720 0 0 0 0 0 0 0 0 0 5071 Lights% 0 98 99 0 98 0 0 98 98 99 0 98 0 0 99 99 0 100 99 0 0 0 0 0 0 0 0 0 98 Mediums 0 12 4 0 16 0 0 9 12 1 0 22 0 0 11 4 0 0 15 0 0 0 0 0 0 0 0 0 53 Mediums% 0 1 0 0 1 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Articulated Trucks 0 1 0 0 1 0 0 1 2 0 0 3 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 5 Articulated Trucks 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 Bicycles on Ro ad 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 1 Bicycles on R 0 0 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 0 oad Ped 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 2 0 0 Ped% 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 100 0 0 Pcl 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 Pcl% 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 Page No-6 GRAM Traf�h ARX* rnc. B.SH 114 WBFR @ KIRKWOOD BLVD 32.98224464892129,-97.16674440700247 2025-02-13 Turning Movement Data Plot 123®0® 567 888 0 0 4 12 0 0 0 ism 0 0 0 0 0 0 611 9011®0 N ee ° e c= oo I�® �eeeI => 13 0 0 1 0 0 0 1 0 0 11 6 0 i 60TT 609 0 ®E3®c3 North Pcl Total O 1 1 4 Y L�I -<= C 1 ==> 0 Page No-7 GRAM Traffi N7 * Inc. B.SH 114 WBFR @ KIRKWOOD BLVD 32.98224464892129,-97.16674440700247 2025-02-13 Peak AM Class Breakdown Leg SOLANA BLVD SH 114 WBFR SOLANA BLVD SH 114 WBFR Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- TAP, Peds Pads Left Thru Right U- App Peds Pads Lek Thru Right U- App Pods Pods Left Thru Right U- App Peds Peds Int Turn Total CW CCW Tum Total CW CCW Turn Total CW CCW Turn Total CW CCW Total 07:30:00 0 72 8 0 80 0 0 95 19 22 0 136 0 0 51 51 0 0 102 0 0 0 0 0 0 0 0 0 318 07:45:00 0 47 5 0 52 0 0 116 27 28 0 171 0 0 78 73 0 0 151 1 0 0 0 0 0 0 0 0 374 08:00:00 0 45 2 0 47 0 0 110 37 30 0 177 0 0 57 78 0 0 135 0 0 0 0 0 0 0 0 0 359 081500 0 45 6 0 51 1 1 107 32 25 0 164 0 0 35 66 0 0 101 0 0 0 0 0 0 0 0 0 316 Grand Total 0 209 21 0 230 1 1 428 115 105 0 648 0 0 221 268 0 0 489 1 0 0 0 0 0 0 0 0 1367 approach% 0 90 9 0 99 0 0 66 17 16 0 99 0 0 45 54 0 0 99 0 0 0 0 0 0 0 0 0 297 Total% 0 15 2 0 17 0 0 31 8 8 0 47 0 0 16 20 0 0 36 0 0 0 0 0 0 0 0 0 100 Lights 0 205 21 0 226 0 0 426 109 104 0 639 0 0 217 268 0 0 485 0 0 0 0 0 0 0 0 0 1350 Lights% 0 98 100 0 98 0 0 100 95 99 0 99 0 0 98 100 0 0 99 0 0 0 0 0 0 0 0 0 99 Mediums 0 4 0 0 4 0 0 1 6 1 0 8 0 0 4 0 0 0 4 0 0 0 0 0 0 0 0 0 16 Mediums% 0 2 0 0 2 0 0 0 5 1 0 1 0 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 1 Articulated Trucks 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Articulated 0 Trucksla 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 BicyVcles on Ao ad 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 Bico add on Ro 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 Ped 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 Ped% 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 0 0 0 0 0 0 0 Pcl 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 Pcl% 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 PHF 0.0 0.73 0.66 0.0 0.72 0.25 0.25 0.92 0.78 0.88 0.0 0.92 0.0 0.0 0.71 0.86 0.0 0.0 0.81 0.25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.91 Page No-8 GRAM Traf�h ARX* rnc. B.SH 114 WBFR @ KIRKWOOD BLVD 32.98224464892129,-97.16674440700247 2025-02-13 AM Peak Turning Movement Data Summary M®0® 21 205 0 0 0 4 0 0 o iEfiEo 0 0 21 209 0 0 v o e e � a w e e ]� e� 13 �eeeI => 13 0 0 0 0 0 0 o 0 0 t o 0 0 LIZ 89Z North Total 0 0 1 1 4b 4� 0 0 -0 a -0 1 ==> 0 Page No-9 GRAM Traffi N7 * Inc. B.SH 114 WBFR @ KIRKWOOD BLVD 32.98224464892129,-97.16674440700247 2025-02-13 Peak PM Class Breakdown Leg SOLANA BLVD SH 114 WBFR SOLANA BLVD SH 114 WBFR Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- TAP, Peds Pads Left Thru Right U- App Peds Pads Lek Thru Right U- App Pods Pods Left Thru Right U- App Peds Peds Int Tum Total CW CCW Tum Total CW CCW Turn Total CW CCW Turn Total CW CCW Total 16:45:00 0 58 73 0 131 0 0 19 67 3 0 89 0 0 96 17 0 0 113 0 0 0 0 0 0 0 0 0 333 17:00:00 0 83 83 0 166 0 0 26 65 4 0 95 0 0 132 11 0 0 143 0 0 0 0 0 0 0 1 0 404 17:15:00 0 58 63 0 121 0 0 19 95 3 0 117 0 0 123 35 0 0 158 0 0 0 0 0 0 0 1 0 396 173000 0 102 73 0 175 0 0 26 95 1 0 122 0 0 98 12 0 0 110 0 0 0 0 0 0 0 0 0 407 Grand Total 0 301 292 0 593 0 0 90 322 11 0 423 0 0 449 75 0 0 524 0 0 0 0 0 0 0 2 0 1540 approach% 0 50 49 0 99 0 0 21 76 2 0 99 0 0 85 14 0 0 99 0 0 0 0 0 0 0 0 0 297 Total% 0 20 19 0 39 0 0 6 21 1 0 27 0 0 29 5 0 0 34 0 0 0 0 0 0 0 0 0 100 Lights 0 299 291 0 590 0 0 86 320 11 0 417 0 0 445 73 0 0 518 0 0 0 0 0 0 0 0 0 1525 Lights% 0 99 100 0 99 0 0 96 99 100 0 99 0 0 99 97 0 0 99 0 0 0 0 0 0 0 0 0 99 Mediums 0 2 1 0 3 0 0 4 2 0 0 6 0 0 4 1 0 0 5 0 0 0 0 0 0 0 0 0 14 Mediums% 0 1 0 0 1 0 0 4 1 0 0 1 0 0 1 1 0 0 1 0 0 0 0 0 0 0 0 0 1 Articulated Trucks 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 Articulated 0 Trucksla 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 6les 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 1 on Aoad Bicycles 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 0 0 0 on Road 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 2 0 0 Ped% 0 0 0 0 0 0 0 0 0 0 0 0 0 0 j 0 0 0 0 0 0 0 0 0 0 0 0 100 0 0 Pcl 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 Pcl% 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 PHF 0.0 0.74 0.88 0.0 0.85 0.0 0.0 0.87 0.85 0.69 0.0 0.87 0.0 0.0 0.85 0.54 0.0 0.0 0.83 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.95 Page No-10 GRAM Traf�h ARX* rnc. B.SH 114 WBFR @ KIRKWOOD BLVD 32.98224464892129,-97.16674440700247 2025-02-13 PM Peak Turning Movement Data Summary M®0® 291 299 0 0 1 2 0 0 0 iNJNE 0 0 13 LJ � LJ 0 0 I 0 0 0 -M"M� 0 V I 0 Lo ®00 North Total 0 E==> 0 0 0 4b 4� 0 0 -0 a -0 0 ==> 0 Page No-11 GRAM Traffi N7X* Inc. !�& SUMMARY D SZCZESNY-ROANOKE-KIRKWOOD Project BLVD&SH 114 FIR-DUNAWAY Project Code 19C Site Name C. KIRKWOOD BLVD @ EXISTING MEDIAN Legs and Movements All Processed Legs&Movements Count Interval 15 Start Time 07:00 End Time 17:45 Location C. KIRKWOOD BLVD @ EXISTING MEDIAN Latitude and Longitude (32.982791,-97.165292) START END PHF AM PEAK 2025-02-13 07:30:00 2025-02-13 08:30:00 0.97 PM PEAK 2025-02-1316:45:00 2025-02-1317:45:00 0.91 Mid-Day PEAK Forced Peak AM Forced Peak PM Page No-1 GRAM Traffi N7 * Inc. C.KIRKWOOD BLVD @ EXISTING MEDIAN 32.98279117572953,-97.16529207026348 2025-02-13 Lights Leg KIRKWOOD BLVD N/A KIRKWOOD BLVD EXISTING MEDIAN Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Peds Pads Left Thru Right U- Peds Peds Left Thru Right U- Peds Peds Lek Thru Right U- Peds Pods Tum CW CCW Turn CW CCW Turn CW CCW Turn CW CCW 07:00 0 47 0 0 0 0 0 0 0 0 0 0 3 33 0 0 0 0 0 0 1 0 0 0 07:15 0 49 1 0 0 0 0 0 0 0 0 0 7 37 0 0 0 0 0 0 0 0 0 0 07:30 0 76 2 0 0 0 0 0 0 0 0 0 17 54 0 0 0 0 0 0 3 0 0 0 0745 0 50 2 0 0 0 0 0 0 0 0 0 33 66 0 0 0 0 0 0 2 0 0 0 Hourly Total 0 222 5 0 0 0 0 0 0 0 0 0 60 190 0 0 0 0 0 0 6 0 0 0 0800 0 40 2 0 0 0 0 0 0 0 0 0 24 88 0 1 0 0 0 0 0 0 0 0 0815 0 48 1 0 0 0 0 0 0 0 0 0 14 75 0 1 0 0 0 0 4 0 0 0 08:30 0 45 2 0 0 0 0 0 0 0 0 0 12 69 0 1 0 0 1 0 4 0 0 0 08:45 0 40 1 0 0 0 0 0 0 0 0 0 28 88 0 0 0 0 0 0 4 0 0 0 Hourly Total 0 173 6 0 0 0 0 0 0 0 0 0 78 320 0 3 0 0 1 0 12 0 0 0 1600 0 94 1 0 0 0 0 0 0 0 0 0 2 16 0 1 0 0 0 0 9 0 0 0 1615 0 109 0 0 0 0 0 0 0 0 0 0 1 16 0 0 0 0 0 0 4 0 0 0 1630 0 124 0 0 0 0 0 0 0 0 0 0 3 16 0 0 0 0 0 0 8 0 0 0 1645 0 122 0 0 0 0 0 0 0 0 0 0 1 19 0 0 0 0 0 0 9 0 0 0 Hourly Total 0 449 1 0 0 0 0 0 0 0 0 0 7 67 0 1 0 0 0 0 30 0 0 0 17:00 0 120 0 0 0 0 0 0 0 0 0 0 1 13 0 0 0 0 1 0 39 0 0 0 1715 0 111 3 0 0 0 0 0 0 0 0 0 2 33 0 1 0 0 0 0 13 0 0 0 1730 0 126 1 0 0 0 0 0 0 0 0 0 1 13 0 0 0 0 3 0 42 0 0 0 1745 0 83 0 0 0 0 0 0 0 0 0 0 1 10 0 1 0 0 0 0 22 0 0 0 Hourly Total 0 440 4 0 0 0 0 0 0 0 0 0 5 69 0 2 0 0 4 0 116 0 0 0 Total 0 1284 16 0 0 0 0 0 0 0 0 0 150 646 0 6 0 0 5 0 164 0 0 0 Page No-2 GRAM Traffi N7 * Inc. C.KIRKWOOD BLVD @ EXISTING MEDIAN 32.98279117572953,-97.16529207026348 2025-02-13 Mediums Leg KIRKWOOD BLVD N/A KIRKWOOD BLVD EXISTING MEDIAN Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Peds Pads Left Thru Right U- Peds Peds Left Thru Right U- Peds Peds Lek Thru Right U- Peds Peds Tum CW CCW Turn CW CCW Turn CW CCW Turn CW CCW 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 1 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 07:30 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0745 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 4 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0800 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1600 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1615 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1645 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1715 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1730 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 Hourly Total 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 Total 0 15 0 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 0 0 1 0 0 0 Page No-3 GRAM Traffi N7 * Inc. C.KIRKWOOD BLVD @ EXISTING MEDIAN 32.98279117572953,-97.16529207026348 2025-02-13 Articulated Trucks Leg KIRKWOOD BLVD N/A KIRKWOOD BLVD EXISTING MEDIAN Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Peds Pads Left Thru Right U- Peds Peds Left Thru Right U- Peds Peds Lek Thru Right U- Peds Peds Tum CW CCW Turn CW CCW Turn CW CCW Turn CW CCW 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1600 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1615 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 Page No-4 GRAM Traffi N7 * Inc. C.KIRKWOOD BLVD @ EXISTING MEDIAN 32.98279117572953,-97.16529207026348 2025-02-13 Bicycles on Road Leg KIRKWOOD BLVD N/A KIRKWOOD BLVD EXISTING MEDIAN Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Peds Pads Left Thru Right U- Peds Peds Left Thru Right U- Peds Peds Lek Thru Right U- Peds Peds Tum CW CCW Turn CW CCW Turn CW CCW Turn CW CCW 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1615 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1715 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 Page No-5 GRAM Traffi N7 * Inc. C.KIRKWOOD BLVD @ EXISTING MEDIAN 32.98279117572953,-97.16529207026348 2025-02-13 Total Volume Class Breakdown Leg KIRKWOOD BLVD N/A KIRKWOOD BLVD EXISTING MEDIAN Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- App Peds Pecs Left Thru Right U- TAP Peds Pads Lek Thru Right U- App Pods Pods Left Thru Right U- App Peds Peds Int Turn Total CW CCW Turn Total CW CCW Turn Total CW CCW Turn Total CW CCW Total 07:00 0 47 0 0 47 0 0 0 0 0 0 0 0 0 3 33 0 0 36 0 0 0 0 1 0 1 0 0 84 07:15 0 50 1 0 51 0 0 0 0 0 0 0 0 0 7 40 0 0 47 0 0 0 0 0 0 0 0 0 98 07:30 0 78 2 0 80 0 0 0 0 0 0 0 0 0 17 55 0 0 72 0 0 0 0 3 0 3 0 0 155 0745 0 51 2 0 53 0 0 0 0 0 0 0 0 0 33 66 0 0 99 0 0 0 0 2 0 2 0 0 154 Hourly Total 0 226 5 0 231 0 0 0 0 0 0 0 0 0 60 194 0 0 254 0 0 0 0 6 0 6 0 0 491 0800 0 41 2 0 43 0 0 0 0 0 0 0 0 0 24 88 0 1 113 0 0 0 0 0 0 0 0 0 156 0815 0 48 1 0 49 0 0 0 0 0 0 0 0 0 14 75 0 1 90 0 0 0 0 4 0 4 0 0 143 0830 0 46 2 0 48 0 0 0 0 0 0 0 0 0 12 69 0 1 82 0 0 1 0 4 0 5 0 0 135 0845 0 40 1 0 41 0 0 0 0 0 0 0 0 0 28 89 0 0 117 0 0 0 0 4 0 4 0 0 162 Hourly Total 0 175 6 0 181 0 0 0 0 0 0 0 0 0 78 321 0 3 402 0 0 1 0 12 0 13 0 0 596 1600 0 97 1 0 98 0 0 0 0 0 0 0 0 0 2 16 0 1 19 0 0 0 0 9 0 9 0 0 126 1615 0 113 0 0 113 0 0 0 0 0 0 0 0 0 1 16 0 0 17 0 0 0 0 4 0 4 0 0 134 1630 0 124 0 0 124 0 0 0 0 0 0 0 0 0 3 16 0 0 19 0 0 0 0 8 0 8 0 0 151 1645 0 123 0 0 123 0 0 0 0 0 0 0 0 0 1 19 0 0 20 0 0 0 0 9 0 9 0 0 152 Hourly Total 0 457 1 0 458 0 0 0 0 0 0 0 0 0 7 67 0 1 75 0 0 0 0 30 0 30 0 0 563 17:00 0 120 0 0 120 0 0 0 0 0 0 0 0 0 1 14 0 0 15 0 0 1 0 39 0 40 0 0 175 1715 0 112 3 0 115 0 0 0 0 0 0 0 0 0 2 34 0 1 37 0 0 0 0 13 0 13 0 0 165 1730 0 127 1 0 128 0 0 0 0 0 0 0 0 0 1 13 0 0 14 0 0 3 0 42 0 45 0 0 187 1745 0 83 0 0 83 0 0 0 0 0 0 0 0 0 1 10 0 1 12 0 0 0 0 23 0 23 0 0 118 Hourly Total 0 442 4 0 446 0 0 0 0 0 0 0 0 0 5 71 0 2 78 0 0 4 0 117 0 121 0 0 645 Grand Total 0 1300 16 0 1316 0 0 0 0 0 0 0 0 0 150 653 0 6 809 0 0 5 0 165 0 170 0 0 2295 approach% 0 98 1 0 99 0 0 0 0 0 0 0 0 0 18 80 0 0 98 0 0 2 0 97 0 99 0 0 296 Total% 0 56 0 0 57 0 0 0 0 0 0 0 0 0 6 28 0 0 35 0 0 0 0 7 0 7 0 0 100 Lights 0 1284 16 0 1300 0 0 0 0 0 0 0 0 0 150 646 0 6 802 0 0 5 0 164 0 169 0 0 2271 Lights% 0 98 100 0 98 0 0 0 0 0 0 0 0 0 100 98 0 100 99 0 0 100 0 99 0 99 0 0 98 Mediums 0 15 0 0 15 0 0 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 1 0 1 0 0 21 Mediums% 0 1 0 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 Articulated Trucks 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 2 Articulated Trucks 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 Bicycles on Ro ad 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 1 Bicycles on R 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 oad 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 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 Pcl 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 Pcl% 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 Page No-6 GRAM Traf�h ARX* rnc. C.KIRKWOOD BLVD @ EXISTING MEDIAN 32.98279117572953,-97.16529207026348 2025-02-13 Turning Movement Data Plot 123®0® 16 1284 0 0 0 16 0 0 0 i=dMM 0 0 0 0 0 0 N voee � a ° een� �eee0 => aoo ° o13 0 0 1 0 0 0 1 0 0 0 s 0 9 OSI 909 0 North Total O 0 0 I�10 01� Q� Q� 0 0 -a E-0 0 ==> 0 Page No-7 GRAM Traffi N7 * Inc. C.KIRKWOOD BLVD @ EXISTING MEDIAN 32.98279117572953,-97.16529207026348 2025-02-13 Peak AM Class Breakdown Leg KIRKWOOD BLVD N/A KIRKWOOD BLVD EXISTING MEDIAN Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- TAP Peds Pads Left Thru Right U- App Peds Pads Lek Thru Right U- App Pods Pods Left Thru Right U- App Peds Peds Int Turn Total CW CCW Tum Total CW CCW Turn Total CW CCW Turn Total CW CCW Total 07:30:00 0 78 2 0 80 0 0 0 0 0 0 0 0 0 17 55 0 0 72 0 0 0 0 3 0 3 0 0 155 07:45:00 0 51 2 0 53 0 0 0 0 0 0 0 0 0 33 66 0 0 99 0 0 0 0 2 0 2 0 0 154 08:00:00 0 41 2 0 43 0 0 0 0 0 0 0 0 0 24 88 0 1 113 0 0 0 0 0 0 0 0 0 156 081500 0 48 1 0 49 0 0 0 0 0 0 0 0 0 14 75 0 1 90 0 0 0 0 4 0 4 0 0 143 Grand Total 0 218 7 0 225 0 0 0 0 0 0 0 0 0 88 284 0 2 374 0 0 0 0 9 0 9 0 0 608 approach% 0 96 3 0 99 0 0 0 0 0 0 0 0 0 23 75 0 0 98 0 0 0 0 100 0 100 0 0 297 Total% 0 36 1 0 37 0 0 0 0 0 0 0 0 0 14 47 0 0 62 0 0 0 0 1 0 1 0 0 100 Lights 0 214 7 0 221 0 0 0 0 0 0 0 0 0 88 283 0 2 373 0 0 0 0 9 0 9 0 0 603 Lights% 0 98 100 0 98 0 0 0 0 0 0 0 0 0 100 100 0 100 100 0 0 0 0 100 0 100 0 0 99 Mediums 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 5 Mediums% 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Articulated Trucks 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 Articulated 0 Trucksla 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 BicyVcles on Ao ad 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 Bico add on Ro 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 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 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 Pcl 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 Pcl% 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 PHF 0.0 0.7 0.88 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.67 0.81 0.0 0.5 0.83 0.0 0.0 0.0 0.0 0.56 0.0 0.56 0.0 0.0 0.97 Page No-8 GRAM Traf�h ARX* rnc. C.KIRKWOOD BLVD @ EXISTING MEDIAN 32.98279117572953,-97.16529207026348 2025-02-13 AM Peak Turning Movement Data Summary M®0® zE4 0 0 0 4 a 0 0 INANE 0 0 Ivoee a — — — — :-]-®O - 00000p �l 4 �'F 0 0 0 0 0 0 o 0 0 o E 0 Z w EBZ-1F-011 North Total 0 E==> 0 0 0 4b 4� 0 0 -0 a -0 0 ==> 0 Page No-9 GRAM Traffi N7 * Inc. C.KIRKWOOD BLVD @ EXISTING MEDIAN 32.98279117572953,-97.16529207026348 2025-02-13 Peak PM Class Breakdown Leg KIRKWOOD BLVD N/A KIRKWOOD BLVD EXISTING MEDIAN Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- TAP Peds Pads Left Thru Right U- App Peds Pads Lek Thru Right U- App Pods Pods Left Thru Right U- App Peds Peds Int Tum Total CW CCW Tum Total CW CCW Turn Total CW CCW Turn Total CW CCW Total 16:45:00 0 123 0 0 123 0 0 0 0 0 0 0 0 0 1 19 0 0 20 0 0 0 0 9 0 9 0 0 152 17:00:00 0 120 0 0 120 0 0 0 0 0 0 0 0 0 1 14 0 0 15 0 0 1 0 39 0 40 0 0 175 17:15:00 0 112 3 0 115 0 0 0 0 0 0 0 0 0 2 34 0 1 37 0 0 0 0 13 0 13 0 0 165 173000 0 127 1 0 128 0 0 0 0 0 0 0 0 0 1 13 0 0 14 0 0 3 0 42 0 45 0 0 187 Grand Total 0 482 4 0 486 0 0 0 0 0 0 0 0 0 5 80 0 1 86 0 0 4 0 103 0 107 0 0 679 approach% 0 99 0 0 99 0 0 0 0 0 0 0 0 0 5 93 0 1 99 0 0 3 0 96 0 99 0 0 297 Total% 0 71 1 0 72 0 0 0 0 0 0 0 0 0 1 12 0 0 13 0 0 1 0 15 0 16 0 0 100 Lights 0 479 4 0 483 0 0 0 0 0 0 0 0 0 5 78 0 1 84 0 0 4 0 103 0 107 0 0 674 Lights% 0 99 100 0 99 0 0 0 0 0 0 0 0 0 100 98 0 100 98 0 0 100 0 100 0 100 0 0 99 Mediums 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 4 Mediums% 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 1 Articulated Trucks 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 Articulated 0 Trucks 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 Bicycoad led 0 00 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 1 on A Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 on Road 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 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 Pcl 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 Pcl% 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 PHF 0.0 0.95 0.33 0.0 0.95 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.62 0.59 0.0 0.25 0.58 0.0 0.0 0.33 0.0 0.61 0.0 0.59 0.0 0.0 0.91 Page No-10 GRAM Traf�h ARX* fnc. C.KIRKWOOD BLVD @ EXISTING MEDIAN 32.98279117572953,-97.16529207026348 2025-02-13 PM Peak Turning Movement Data Summary M®0® 4 411 0 0 0 3 0 0 0 ICE 0 0 ®� e o ® � e e e �® N � e13 0 Rai-ONE 00000p 0 0 I 0 0 0 �or-9- 0 0 I 0 L-1—0®0 North P�cl Total 0 � 0 0 0 4b 4� 0 0 -0 a -0 0 ==> 0 Page No-11 GRAM Traffi NTX* Inc. !�& SUMMARY D SZCZESNY-ROANOKE-KIRKWOOD Project BLVD&SH 114 FIR-DUNAWAY Project Code 19C Site Name D. KIRKWOOD BLVD @ TW KING RD Legs and Movements All Processed Legs&Movements Count Interval 15 Start Time 07:00 End Time 17:45 Location D. KIRKWOOD BLVD @ TW KING RD Latitude and Longitude (32.982954,-97.163883) START END PHF AM PEAK 2025-02-13 07:30:00 2025-02-13 08:30:00 0.94 PM PEAK 2025-02-1316:45:00 2025-02-1317:45:00 0.94 Mid-Day PEAK Forced Peak AM Forced Peak PM gill Page No-1 GRAM Traffi N7 * Inc. D.KIRKWOOD BLVD @ TW KING RD 32.98295354526164,-97.16388294281946 2025-02-13 Lights Leg KIRKWOOD BLVD TW KING RD KIRKWOOD BLVD TW KING RD Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Peds Pads Left Thru Right U- Peds Peds Left Thru Right U- Peds Peds Lek Thru Right U- Peds Pods Tum CW CCW Turn CW CCW Turn CW CCW Turn CW CCW 07:00 0 3 0 0 0 0 1 0 0 0 0 0 8 19 3 0 0 0 4 0 46 0 0 0 07:15 0 8 5 0 0 0 1 0 0 0 0 0 9 27 4 0 0 0 10 0 41 0 0 0 07:30 0 18 6 0 0 0 0 0 0 0 0 0 11 36 4 0 0 0 27 0 60 0 0 0 0745 0 12 8 0 0 0 1 0 0 0 0 0 15 42 11 0 0 0 26 1 39 0 0 0 Hourly Total 0 41 19 0 0 0 3 0 0 0 0 0 43 124 22 0 0 0 67 1 186 0 0 0 0800 0 7 10 0 0 0 0 0 0 0 0 0 22 55 11 0 0 0 11 2 35 0 0 0 0815 0 12 8 0 0 0 0 0 0 0 0 0 14 44 15 0 0 0 9 0 37 0 0 0 08:30 0 11 5 0 0 0 0 0 0 0 0 0 13 44 14 0 0 0 16 1 36 0 0 0 08:45 0 5 7 0 0 0 1 0 0 0 0 0 13 49 23 0 0 0 11 1 37 0 0 0 Hourly Total 0 35 30 0 0 0 1 0 0 0 0 0 62 192 63 0 0 0 47 4 145 0 0 0 1600 0 60 9 0 0 0 8 0 0 0 0 0 5 10 1 0 0 0 4 0 26 0 0 0 1615 0 68 4 0 0 0 10 0 0 0 0 0 6 9 2 0 0 0 10 0 30 0 0 0 1630 0 81 19 0 0 0 9 0 0 0 0 0 4 12 0 0 0 0 4 0 36 0 0 0 1645 0 79 12 0 0 0 8 0 0 0 0 0 5 14 0 0 0 0 7 0 34 0 0 0 Hourly Total 0 288 44 0 0 0 35 0 0 0 0 0 20 45 3 0 0 0 25 0 126 0 0 0 17:00 0 71 16 0 0 0 6 0 0 0 0 0 4 8 1 1 0 0 11 0 42 0 0 0 1715 0 67 17 0 0 0 7 0 0 0 0 0 13 20 0 0 0 0 12 0 41 0 0 0 1730 0 60 18 0 0 0 8 0 0 0 0 0 3 13 0 0 0 0 10 0 62 0 0 0 1745 0 50 12 0 0 0 0 0 0 0 0 0 5 6 0 0 0 0 6 0 29 0 0 0 Hourly Total 0 248 63 0 0 0 21 0 0 0 0 0 25 47 1 1 0 0 39 0 174 0 0 0 Total 0 612 156 0 0 0 60 0 0 0 0 0 150 408 89 1 0 0 178 5 631 0 0 0 Page No-2 GRAM Traffi N7 * Inc. D.KIRKWOOD BLVD @ TW KING RD 32.98295354526164,-97.16388294281946 2025-02-13 Mediums Leg KIRKWOOD BLVD TW KING RD KIRKWOOD BLVD TW KING RD Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Peds Pads Left Thru Right U- Peds Peds Left Thru Right U- Peds Peds Lek Thru Right U- Peds Peds Tum CW CCW Turn CW CCW Turn CW CCW Turn CW CCW 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 07:15 0 0 1 0 0 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 1 0 0 0 07:30 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0745 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 Hourly Total 0 1 2 0 0 0 0 0 0 0 0 0 3 1 0 0 0 0 2 0 3 0 0 0 0800 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 08:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2 0 0 0 1600 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1615 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 1630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1645 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 4 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1730 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 Total 0 5 5 0 0 0 0 0 0 0 0 0 4 1 0 0 0 0 4 0 10 0 0 0 Page No-3 GRAM Traffi N7 * Inc. D.KIRKWOOD BLVD @ TW KING RD 32.98295354526164,-97.16388294281946 2025-02-13 Articulated Trucks Leg KIRKWOOD BLVD TW KING RD KIRKWOOD BLVD TW KING RD Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Peds Pads Left Thru Right U- Peds Peds Left Thru Right U- Peds Peds Lek Thru Right U- Peds Peds Tum CW CCW Turn CW CCW Turn CW CCW Turn CW CCW 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1615 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 Page No-4 GRAM Traffi N7 * Inc. D.KIRKWOOD BLVD @ TW KING RD 32.98295354526164,-97.16388294281946 2025-02-13 Bicycles on Road Leg KIRKWOOD BLVD TW KING RD KIRKWOOD BLVD TW KING RD Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- Peds Pads Left Thru Right U- Peds Peds Left Thru Right U- Peds Peds Lek Thru Right U- Peds Peds Tum CW CCW Turn CW CCW Turn CW CCW Turn CW CCW 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1600 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1615 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1630 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1715 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1730 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 Total 0 0 2 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 Page No-5 GRAM Traffi N7 * Inc. D.KIRKWOOD BLVD @ TW KING RD 32.98295354526164,-97.16388294281946 2025-02-13 Total Volume Class Breakdown Leg KIRKWOOD BLVD TW KING RD KIRKWOOD BLVD TW KING RD Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- App Pods Pecs Left Thru Right U- TAP Peds Pads Lek Thru Right U- App Pods Pods Left Thru Right U- App Peds Peds Int Turn Total CW CCW Turn Total CW CCW Turn Total CW CCW Turn Total CW CCW Total 07:00 0 3 0 0 3 0 0 1 0 0 0 1 0 0 8 19 3 0 30 0 0 5 0 46 0 51 0 0 85 07:15 0 8 6 0 14 0 0 1 0 0 0 1 0 0 11 28 4 0 43 0 0 10 0 42 0 52 0 0 110 07:30 0 19 6 0 25 0 0 0 0 0 0 0 0 0 12 36 4 0 52 0 0 27 0 61 0 88 0 0 165 0745 0 12 9 0 21 0 0 1 0 0 0 1 0 0 15 42 11 0 68 0 0 27 1 40 0 68 0 0 158 Hourly Total 0 42 21 0 63 0 0 3 0 0 0 3 0 0 46 125 22 0 193 0 0 69 1 189 0 259 0 0 518 0800 0 7 11 0 18 0 0 0 0 0 0 0 0 0 22 55 11 0 88 0 0 11 2 36 0 49 0 0 155 0815 0 12 8 0 20 0 0 0 0 0 0 0 0 0 14 44 15 0 73 0 0 10 0 37 0 47 0 0 140 0830 0 11 5 0 16 0 0 0 0 0 0 0 0 0 13 44 14 0 71 0 0 16 1 37 0 54 0 0 141 0845 0 5 7 0 12 0 0 1 0 0 0 1 0 0 13 49 24 0 86 0 0 11 1 37 0 49 0 0 148 Hourly Total 0 35 31 0 66 0 0 1 0 0 0 1 0 0 62 192 64 0 318 0 0 48 4 147 0 199 0 0 584 1600 0 62 9 0 71 0 0 8 0 0 0 8 0 0 5 10 1 0 16 0 0 4 0 27 0 31 0 0 126 1615 0 68 7 0 75 0 0 10 0 0 0 10 0 0 6 9 2 0 17 0 0 10 0 34 0 44 0 0 146 1630 0 81 19 0 100 0 0 9 0 0 0 9 0 0 4 12 0 0 16 0 0 5 0 36 0 41 0 0 166 1645 0 80 12 0 92 0 0 8 0 0 0 8 0 0 5 14 0 0 19 0 0 7 0 34 0 41 0 0 160 Hourly Total 0 291 47 0 338 0 0 35 0 0 0 35 0 0 20 45 3 0 68 0 0 26 0 131 0 157 0 0 598 17:00 0 71 16 0 87 0 0 6 0 0 0 6 0 0 5 8 1 1 15 0 0 11 0 42 0 53 0 0 161 1715 0 67 17 0 84 0 0 7 0 0 0 7 0 0 13 21 0 0 34 0 0 12 0 42 0 54 0 0 179 1730 0 61 19 0 80 0 0 8 0 0 0 8 0 0 3 13 0 0 16 0 0 10 0 62 0 72 0 0 176 1745 0 50 12 0 62 0 0 0 0 0 0 0 0 0 5 6 0 0 11 0 0 6 0 29 0 35 0 0 108 Hourly Total 0 249 64 0 313 0 0 21 0 0 0 21 0 0 26 48 1 1 76 0 0 39 0 175 0 214 0 0 624 Grand Total 0 617 163 0 780 0 0 60 0 0 0 60 0 0 154 410 90 1 655 0 0 182 5 642 0 829 0 0 2324 approach% 0 79 20 0 99 0 0 100 0 0 0 100 0 0 23 62 13 0 98 0 0 21 0 77 0 98 0 0 395 Total% 0 26 7 0 33 0 0 2 0 0 0 2 0 0 6 17 3 0 28 0 0 7 0 27 0 35 0 0 100 Lights 0 612 156 0 768 0 0 60 0 0 0 60 0 0 150 408 89 1 648 0 0 178 5 631 0 814 0 0 2290 Lights% 0 99 95 0 98 0 0 100 0 0 0 100 0 0 97 99 98 100 98 0 0 97 100 98 0 98 0 0 98 Mediums 0 5 5 0 10 0 0 0 0 0 0 0 0 0 4 1 0 0 5 0 0 4 0 10 0 14 0 0 29 Mediums% 0 0 3 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 2 0 1 0 1 0 0 1 Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1 0 1 0 0 2 Articulated Trucks 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 0 0 Bicycles on Ro ad 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 3 Bicycles on R 0 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 oad 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 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 Pcl 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 Pcl% 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 Page No-6 GRAM Traf�h ARX* rnc. D.KIRKWOOD BLVD @ TW KING RD 32.98295354526164,-97.16388294281946 2025-02-13 Turning Movement Data Plot C31111110111MM 156 612 0 0 5 5 0 0 0 IEfiEE 0 0 .,....m, 2 0 0 0 163 6171®a N �eee® => 1 VS1 01ro 0 0 1 0 0 0 0 1 0 ro 1 0 I OSI 80ro 69 North Total O 0 0 I�10 01� Q� Q� 0 0 -a E-0 0 ==> 0 Page No-7 GRAM Traffi N7 * Inc. D.KIRKWOOD BLVD @ TW KING RD 32.98295354526164,-97.16388294281946 2025-02-13 Peak AM Class Breakdown Leg KIRKWOOD BLVD TW KING RD KIRKWOOD BLVD TW KING RD Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- TAP Peds Pads Left Thru Right U- App Peds Pads Lek Thru Right U- App Pods Pods Left Thru Right U- App Peds Peds Int Turn Total CW CCW Tum Total CW CCW Turn Total CW CCW Turn Total CW CCW Total 07:30:00 0 19 6 0 25 0 0 0 0 0 0 0 0 0 12 36 4 0 52 0 0 27 0 61 0 88 0 0 165 07:45:00 0 12 9 0 21 0 0 1 0 0 0 1 0 0 15 42 11 0 68 0 0 27 1 40 0 68 0 0 158 08:00:00 0 7 11 0 18 0 0 0 0 0 0 0 0 0 22 55 11 0 88 0 0 11 2 36 0 49 0 0 155 081500 0 12 8 0 20 0 0 0 0 0 0 0 0 0 14 44 15 0 73 0 0 10 0 37 0 47 0 0 140 Grand Total 0 50 34 0 84 0 0 1 0 0 0 1 0 0 63 177 41 0 281 0 0 75 3 174 0 252 0 0 618 approach% 0 59 40 0 99 0 0 100 0 0 0 100 0 0 22 62 14 0 98 0 0 29 1 69 0 99 0 0 396 Total% 0 8 6 0 14 0 0 0 0 0 0 0 0 0 10 29 7 0 45 0 0 12 0 28 0 41 0 0 100 Lights 0 49 32 0 81 0 0 1 0 0 0 1 0 0 62 177 41 0 280 0 0 73 3 171 0 247 0 0 609 Lights% 0 98 94 0 96 0 0 100 0 0 0 100 0 0 98 100 100 0 100 0 0 97 100 98 0 98 0 0 99 Mediums 0 1 2 0 3 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 2 0 3 0 5 0 0 9 Mediums% 0 2 6 0 4 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 3 0 2 0 2 0 0 1 Articulated Trucks 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 Articulated 0 Trucksla 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 BicyVcles on Ao ad 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 Bico add on Ro 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 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 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 j 0 Pcl 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 1 0 Pcl% 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 +00 .0, PHF 0.0 0.66 0.77 0.0 0.84 0.0 0.0 0.25 0.0 0.0 0.0 0.25 0.0 0.0 0.72 0.8 0.68 0.0 0.8 0.0 0.0 0.69 0.38 0.71 0.0 072 0.0 Page No-8 GRAM Traf�h ARX* rnc. D.KIRKWOOD BLVD @ TW KING RD 32.98295354526164,-97.16388294281946 2025-02-13 AM Peak Turning Movement Data Summary EM®M® 32 49 0 0 2 1 0 0 0 ICE 0 0 => ooe 0 moo® � � 00000© 0 0 0 0 0 0 'Mq- 0 1 0 0 C® ut I E47 North Total 0 E==> 0 0 0 4b 4� 0 0 -0 a -0 0 ==> 0 Page No-9 GRAM Traffi N7 * Inc. D.KIRKWOOD BLVD @ TW KING RD 32.98295354526164,-97.16388294281946 2025-02-13 Peak PM Class Breakdown Leg KIRKWOOD BLVD TW KING RD KIRKWOOD BLVD TW KING RD Direction SouthBound WestBound NorthBound EastBound Start Time Left Thru Right U- TAP Peds Pads Left Thru Right U- App Peds Pads Lek Thru Right U- App Pods Pods Left Thru Right U- App Peds Peds Int Tum Total CW CCW Tum Total CW CCW Turn Total CW CCW Turn Total CW CCW Total 16:45:00 0 80 12 0 92 0 0 8 0 0 0 8 0 0 5 14 0 0 19 0 0 7 0 34 0 41 0 0 160 17:00:00 0 71 16 0 87 0 0 6 0 0 0 6 0 0 5 8 1 1 15 0 0 11 0 42 0 53 0 0 161 17:15:00 0 67 17 0 84 0 0 7 0 0 0 7 0 0 13 21 0 0 34 0 0 12 0 42 0 54 0 0 179 173000 0 61 19 0 80 0 0 8 0 0 0 8 0 0 3 13 0 0 16 0 0 10 0 62 0 72 0 0 176 Grand Total 0 279 64 0 343 0 0 29 0 0 0 29 0 0 26 56 1 1 84 0 0 40 0 180 0 220 0 0 676 approach% 0 81 18 0 99 0 0 100 0 0 0 100 0 0 30 66 1 1 98 0 0 18 0 81 0 99 0 0 396 Total% 0 41 9 0 51 0 0 4 0 0 0 4 0 0 4 8 0 0 12 0 0 6 0 27 0 33 0 0 100 Lights 0 277 63 0 340 0 0 29 0 0 0 29 0 0 25 55 1 1 82 0 0 40 0 179 0 219 0 0 670 Lights% 0 99 98 0 99 0 0 100 0 0 0 100 0 0 96 98 100 100 98 0 0 100 0 99 0 100 0 0 99 Mediums 0 2 0 0 2 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 1 0 1 0 0 4 Mediums% 0 1 0 0 1 0 0 0 0 0 0 0 0 0 4 0 0 0 1 0 0 0 0 1 0 0 0 0 1 Articulated Trucks 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 Articulated 0 Trucks 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 BicyVcoad led 0 01 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 2 on A Bicycles 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 1 0 0 0 0 0 0 0 0 0 0 on Road 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 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 Pcl 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 Pcl% 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 PHF 0.0 0.87 0.84 0.0 0.93 0.0 0.0 0.91 0.0 0.0 0.0 0.91 0.0 0.0 0.5 0.67 0.25 0.25 0.62 0.0 0.0 0.83 0.0 0.73 0.0 0.76 0.0 0.0 0.94 Page No-10 GRAM Traf�h ARX* rnc. D.KIRKWOOD BLVD @ TW KING RD 32.98295354526164,-97.16388294281946 2025-02-13 PM Peak Turning Movement Data Summary ®0® 63 m 0 0 0 z 0 0 Imminn 0 0 ®- - - -0 - - - 13 � 0 0 I 0 0 0 -®- 0 I 0 0 L-1 H000 North Total 0 E==> 0 0 0 4b 4� 0 0 -0 a -0 0 ==> 0 Page No-11 SYNCHRO REPORTS 2025 EXISTING AM Lanes, Volumes, Timings 1. 2025 Existing 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing (Plan: AM --IN. 4\ t I Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt Traffic Volume(vph) 0 186 135 137 494 0 0 0 0 307 170 202 Future Volume(vph) 0 186 135 137 494 0 0 0 0 307 170 202 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 100 0 0 0 0 0 0 0 Storage Lanes 1 1 1 0 0 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.95 0.95 1.00 Frt 0.850 0.936 Flt Protected 0.950 0.950 0.997 Satd. Flow(prot) 0 3610 1568 1770 3574 0 0 0 0 1698 1675 0 Flt Permitted 0.600 0.950 0.997 Satd. Flow(perm) 0 3610 1568 1118 3574 0 0 0 0 1698 1675 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 164 43 Link Speed(mph) 30 30 30 30 Link Distance(ft) 545 376 581 622 Travel Time(s) 12.4 8.5 13.2 14.1 Peak Hour Factor 1.00 0.83 0.84 0.68 0.94 1.00 1.00 1.00 1.00 0.79 0.52 0.75 Heavy Vehicles(%) 0% 0% 3% 2% 1% 0% 0% 0% 0% 1% 1% 0% Adj. Flow(vph) 0 224 161 201 526 0 0 0 0 389 327 269 Shared Lane Traffic(%) 10% Lane Group Flow(vph) 0 224 161 201 526 0 0 0 0 350 635 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 20 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 2 1 1 2 1 2 Detector Template Thru Right Left Thru Left Thru Leading Detector(ft) 100 20 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Size(ft) 6 20 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 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 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 Detector 2 Size(ft) 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 Turn Type NA Perm D.P+P NA Perm NA Protected Phases 2 1 12 412 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 1 Lanes, Volumes, Timings 1. 2025 Existing 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: AM Lane Group 04 05 06 08 012 016 Lane Configurations Traffic Volume(vph) Future Volume(vph) Ideal Flow(vphpl) Storage Length(ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow(prot) Flt Permitted Satd. Flow(perm) Right Turn on Red Satd. Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Adj. Flow(vph) Shared Lane Traffic(%) Lane Group Flow(vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector(ft) Trailing Detector(ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend(s) Detector 1 Queue(s) Detector 1 Delay(s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend(s) Turn Type Protected Phases 4 5 6 8 12 16 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 2 Lanes, Volumes, Timings 1. 2025 Existing 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing (Plan: AM --IN. 4\ t b. i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 2 2 412 Detector Phase 2 2 1 12 4 12 4 12 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 Minimum Split(s) 22.5 22.5 9.5 Total Split(s) 24.5 24.5 30.0 Total Split(%) 20.4% 20.4% 25.0% Maximum Green(s) 17.5 17.5 25.5 Yellow Time(s) 4.5 4.5 3.5 All-Red Time(s) 2.5 2.5 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 Total Lost Time(s) 7.0 7.0 4.5 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 Recall Mode None None None Walk Time(s) Flash Don't Walk(s) Pedestrian Calls(#/hr) Act Effct Green(s) 15.9 15.9 46.7 51.2 57.3 57.3 Actuated g/C Ratio 0.13 0.13 0.39 0.43 0.48 0.48 v/c Ratio 0.47 0.46 0.34 0.34 0.43 0.77 Control Delay(s/veh) 51.4 11.1 6.4 5.3 22.7 31.8 Queue Delay 0.0 0.0 0.2 0.5 0.0 0.0 Total Delay(s/veh) 51.4 11.1 6.5 5.8 22.7 31.8 LOS D B A A C C Approach Delay(s/veh) 34.5 6.0 28.5 Approach LOS C A C Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18(15%), Referenced to phase 5:EBTL,Start of Green Natural Cycle:90 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.77 Intersection Signal Delay(s/veh):21.8 Intersection LOS:C Intersection Capacity Utilization 64.5% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 101:Solana Boulevard/W. Kirkwood Boulevard&SH 114 SB Frontage Road #101 #101 #101 #101 02 i ' 04 i ' 012 � 01 #102 1#102 #102 #102 ® 016 05(R) N 06 S08 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 3 Lanes, Volumes, Timings 1. 2025 Existing 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: AM Lane Group 04 05 06 08 012 016 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 22.5 9.5 22.5 22.5 22.5 22.5 Total Split(s) 43.0 45.0 22.5 30.0 22.5 22.5 Total Split(%) 36% 38% 19% 25% 19% 19% Maximum Green(s) 36.0 40.5 15.5 23.0 18.0 18.0 Yellow Time(s) 4.5 3.5 4.5 4.5 3.5 3.5 All-Red Time(s) 2.5 1.0 2.5 2.5 1.0 1.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lag Lag Lead Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None None None None Walk Time(s) 7.0 7.0 Flash Don't Walk(s) 11.0 11.0 Pedestrian Calls(#/hr) 0 0 Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay(s/veh) Queue Delay Total Delay(s/veh) LOS Approach Delay(s/veh) Approach LOS Intersection Summary 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 4 Lanes, Volumes, Timings 1. 2025 Existing 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: AM Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations t ttt r T Traffic Volume(vph) 221 268 0 0 209 21 0 0 0 428 115 105 Future Volume(vph) 221 268 0 0 209 21 0 0 0 428 115 105 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 0 0 145 0 0 0 0 0 Storage Lanes 1 0 1 1 0 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.933 Flt Protected 0.950 0.950 Satd. Flow(prot) 1770 1900 0 0 5085 1615 0 0 0 1805 1718 0 Flt Permitted 0.570 0.950 Satd. Flow(perm) 1062 1900 0 0 5085 1615 0 0 0 1805 1718 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 141 39 Link Speed(mph) 30 30 30 30 Link Distance(ft) 376 492 604 263 Travel Time(s) 8.5 11.2 13.7 6.0 Peak Hour Factor 0.71 0.86 1.00 1.00 0.73 0.66 1.00 1.00 1.00 0.92 0.78 0.88 Heavy Vehicles(%) 2% 0% 0% 0% 2% 0% 0% 0% 0% 0% 5% 1% Adj. Flow(vph) 311 312 0 0 286 32 0 0 0 465 147 119 Shared Lane Traffic(%) Lane Group Flow(vph) 311 312 0 0 286 32 0 0 0 465 266 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 20 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 1 1 2 Detector Template Left Thru Thru Right Left Thru Leading Detector(ft) 20 100 100 20 20 100 Trailing Detector(ft) 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 6 20 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 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 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 Detector 2 Size(ft) 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 Turn Type D.P+P NA NA Perm Perm NA Protected Phases 5 56 6 816 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 6 Lanes, Volumes, Timings 1. 2025 Existing 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: AM Lane Group 01 02 04 08 012 016 Lane Configurations Traffic Volume(vph) Future Volume(vph) Ideal Flow(vphpl) Storage Length(ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow(prot) Flt Permitted Satd. Flow(perm) Right Turn on Red Satd. Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Adj. Flow(vph) Shared Lane Traffic(%) Lane Group Flow(vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector(ft) Trailing Detector(ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend(s) Detector 1 Queue(s) Detector 1 Delay(s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend(s) Turn Type Protected Phases 1 2 4 8 12 16 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 7 Lanes, Volumes, Timings 1. 2025 Existing 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: AM Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Permitted Phases 6 6 816 Detector Phase 5 56 6 6 8 16 8 16 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 Minimum Split(s) 9.5 22.5 22.5 Total Split(s) 45.0 22.5 22.5 Total Split(%) 37.5% 18.8% 18.8% Maximum Green(s) 40.5 15.5 15.5 Yellow Time(s) 3.5 4.5 4.5 All-Red Time(s) 1.0 2.5 2.5 Lost Time Adjust(s) 0.0 0.0 0.0 Total Lost Time(s) 4.5 7.0 7.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 Recall Mode C-Max None None Walk Time(s) Flash Don't Walk(s) Pedestrian Calls(#/hr) Act Effct Green(s) 62.4 66.9 12.9 12.9 41.6 41.6 Actuated g/C Ratio 0.52 0.56 0.11 0.11 0.35 0.35 v/c Ratio 0.38 0.29 0.52 0.11 0.74 0.43 Control Delay(s/veh) 6.6 5.9 53.8 0.7 42.2 27.1 Queue Delay 0.4 0.4 0.0 0.0 0.0 0.0 Total Delay(s/veh) 7.0 6.3 53.8 0.7 42.2 27.1 LOS A A D A D C Approach Delay(s/veh) 6.7 48.4 36.7 Approach LOS A D D Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18(15%), Referenced to phase 5:EBTL,Start of Green Natural Cycle:90 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.77 Intersection Signal Delay(s/veh):27.7 Intersection LOS:C Intersection Capacity Utilization 64.5% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 102:SH 114 NB Frontage Road&W. Kirkwood Boulevard #101 #1I01 #101 #101 IV 02 i 04 i ' 012 � 01 #102 1#102 #102 #102 ® 016 05(R) Ai 06 S08 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 8 Lanes, Volumes, Timings 1. 2025 Existing 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: AM Lane Group 01 02 04 08 012 016 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 9.5 22.5 22.5 22.5 22.5 22.5 Total Split(s) 30.0 24.5 43.0 30.0 22.5 22.5 Total Split(%) 25% 20% 36% 25% 19% 19% Maximum Green(s) 25.5 17.5 36.0 23.0 18.0 18.0 Yellow Time(s) 3.5 4.5 4.5 4.5 3.5 3.5 All-Red Time(s) 1.0 2.5 2.5 2.5 1.0 1.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lag Lead Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Walk Time(s) 7.0 7.0 Flash Don't Walk(s) 11.0 11.0 Pedestrian Calls(#/hr) 0 0 Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay(s/veh) Queue Delay Total Delay(s/veh) LOS Approach Delay(s/veh) Approach LOS Intersection Summary 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 9 HCM 7th Signalized Intersection Capacity Analysis 1. 2025 Existing 103: T W King Road East & W. Kirkwood Boulevard Timing (Plan: AM --Ip. ---* -4- 4-- t i Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r *M 1 T r Traffic Volume(veh/h) 63 177 41 0 50 34 1 0 0 75 3 174 Future Volume(veh/h) 63 177 41 0 50 34 1 0 0 75 3 174 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q,veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Lanes Open During Work Zone Adj Sat Flow,veh/h/In 1870 1900 1900 1900 1870 1811 1900 1900 1900 1856 1900 1870 Adj Flow Rate,veh/h 88 221 60 0 76 44 4 0 0 109 0 250 Peak Hour Factor 0.72 0.80 0.68 1.00 0.66 0.77 0.25 1.00 1.00 0.69 0.38 0.71 Percent Heavy Veh,% 2 0 0 0 2 6 0 0 0 3 0 2 Opposing Right Turn Influence Yes Yes Yes Yes Cap,veh/h 564 1599 722 0 520 280 179 4 0 651 0 678 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Prop Arrive On Green 0.08 0.44 0.44 0.00 0.23 0.23 0.01 0.00 0.00 0.27 0.00 0.14 Unsig. Movement Delay Ln Grp Delay,s/veh 9.5 7.1 6.8 0.0 13.1 13.2 21.0 0.0 0.0 11.4 0.0 14.6 Ln Grp LOS A A A B B C B B Approach Vol,veh/h 369 120 4 359 Approach Delay,s/veh 7.6 13.1 21.0 13.6 Approach LOS A B C B Timer: 1 2 3 4 5 6 7 8 Assigned Phs 2 3 4 5 6 8 7 Case No 3.0 1.2 3.0 1.2 8.0 4.0 1.3 Phs Duration(G+Y+Rc),s 25.4 5.7 11.4 8.9 16.5 0.0 17.1 Change Period(Y+Rc),s *6.6 5.5 *5.5 5.7 6.6 6.1 5.5 Max Green(Gmax),s *55 11.5 *38 17.3 30.4 42.3 6.1 Max Allow Headway(MAH),s 5.0 3.8 4.1 3.8 5.4 0.0 3.8 Max Q Clear(g_c+I1),s 3.5 2.1 4.9 3.4 3.2 0.0 2.0 Green Ext Time(g_e),s 1.7 0.0 1.0 0.1 0.6 0.0 0.1 Prob of Phs Call(p-c) 1.00 0.05 1.00 0.65 0.99 0.00 0.72 Prob of Max Out(p_x) 0.00 0.00 0.00 0.00 0.00 0.00 0.75 Left-Turn Movement Data Assigned Mvmt 3 5 1 7 Mvmt Sat Flow,veh/h 1810 1781 0 1767 Through Movement Data Assigned Mvmt 2 4 6 8 Mvmt Sat Flow,veh/h 3610 0 2324 1900 Right-Turn Movement Data Assigned Mvmt 12 14 16 18 Mvmt Sat Flow,veh/h 1610 3170 1200 0 Left Lane Group Data Assigned Mvmt 0 0 3 0 5 1 0 7 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 13 HCM 7th Signalized Intersection Capacity Analysis 1. 2025 Existing 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: AM Lane Assignment L(Pr/Pm) L(Pr/Pm) L(Pr/Pm) Lanes in Grp 0 0 1 0 1 0 0 1 Grp Vol(v),veh/h 0 0 4 0 88 0 0 109 Grp Sat Flow(s),veh/h/In 0 0 1810 0 1781 0 0 1767 Q Serve Time(g_s),s 0.0 0.0 0.1 0.0 1.4 0.0 0.0 0.0 Cycle Q Clear Time(g_c),s 0.0 0.0 0.1 0.0 1.4 0.0 0.0 0.0 Perm LT Sat Flow(s_I),veh/h/In 0 0 1148 0 1272 0 0 1406 Shared LT Sat Flow(s_sh),veh/h/In 0 0 0 0 0 0 0 0 Perm LT Eff Green(g_p),s 0.0 0.0 0.1 0.0 11.9 0.0 0.0 0.1 Perm LT Serve Time(g_u),s 0.0 0.0 0.0 0.0 8.7 0.0 0.0 0.0 Perm LT Q Serve Time(g_ps),s 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 Time to First BIk(g_f),s 0.0 0.0 0.0 0.0 0.0 9.9 0.0 0.0 Serve Time pre BIk(g_fs),s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane(P_L) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 Lane Grp Cap(c),veh/h 0 0 179 0 564 0 0 651 V/C Ratio(X) 0.00 0.00 0.02 0.00 0.16 0.00 0.00 0.17 Avail Cap(c_a),veh/h 0 0 658 0 1153 0 0 651 Upstream Filter(1) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 Uniform Delay(d1),s/veh 0.0 0.0 21.0 0.0 9.4 0.0 0.0 11.3 Incr Delay(d2),s/veh 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 Initial Q Delay(0),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay(d),s/veh 0.0 0.0 21.0 0.0 9.5 0.0 0.0 11.4 1st-Term Q(Q1),veh/In 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.6 2nd-Term Q(Q2),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q(Q3),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor(f_B%) 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 %ile Back of Q(50%),veh/In 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.6 %ile Storage Ratio(RQ%) 0.00 0.00 0.00 0.00 0.05 0.00 0.00 0.06 Initial Q(Qb),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual)Q(Qe),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay(ds),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q(Qs),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap(cs),veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time(tc),h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data Assigned Mvmt 0 2 0 4 0 6 8 0 Lane Assignment T T T Lanes in Grp 0 2 0 0 0 1 1 0 Grp Vol(v),veh/h 0 221 0 0 0 59 0 0 Grp Sat Flow(s),veh/h/In 0 1805 0 0 0 1777 1900 0 Q Serve Time(g_s),s 0.0 1.5 0.0 0.0 0.0 1.1 0.0 0.0 Cycle Q Clear Time(g_c),s 0.0 1.5 0.0 0.0 0.0 1.1 0.0 0.0 Lane Grp Cap(c),veh/h 0 1599 0 0 0 414 4 0 V/C Ratio(X) 0.00 0.14 0.00 0.00 0.00 0.14 0.00 0.00 Avail Cap(c_a),veh/h 0 4658 0 0 0 1270 1889 0 Upstream Filter(1) 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay(d1),s/veh 0.0 7.0 0.0 0.0 0.0 12.9 0.0 0.0 Incr Delay(d2),s/veh 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay(d),s/veh 0.0 7.1 0.0 0.0 0.0 13.1 0.0 0.0 1st-Term Q(Q1),veh/In 0.0 0.4 0.0 0.0 0.0 0.4 0.0 0.0 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 14 HCM 7th Signalized Intersection Capacity Analysis 1. 2025 Existing 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: AM 2nd-Term Q(Q2),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q(Q3),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor(f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 %ile Back of Q(50%),veh/In 0.0 0.4 0.0 0.0 0.0 0.4 0.0 0.0 %ile Storage Ratio(RQ%) 0.00 0.03 0.00 0.00 0.00 0.03 0.00 0.00 Initial Q(Qb),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual)Q(Qe),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay(ds),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q(Qs),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap(cs),veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time(tc),h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data Assigned Mvmt 0 12 0 14 0 16 18 0 Lane Assignment R R T+R Lanes in Grp 0 1 0 2 0 1 0 0 Grp Vol(v),veh/h 0 60 0 250 0 61 0 0 Grp Sat Flow(s),veh/h/In 0 1610 0 1585 0 1654 0 0 Q Serve Time(g_s),s 0.0 0.9 0.0 2.9 0.0 1.2 0.0 0.0 Cycle Q Clear Time(g_c),s 0.0 0.9 0.0 2.9 0.0 1.2 0.0 0.0 Prot RT Sat Flow(s_R),veh/h/In 0.0 1610.2 0.0 1585.1 0.0 0.0 0.0 0.0 Prot RT Eff Green(g_R),s 0.0 0.2 0.0 3.2 0.0 0.0 0.0 0.0 Prop RT Outside Lane(P-R) 0.00 1.00 0.00 1.00 0.00 0.73 0.00 0.00 Lane Grp Cap(c),veh/h 0 722 0 678 0 385 0 0 V/C Ratio(X) 0.00 0.08 0.00 0.37 0.00 0.16 0.00 0.00 Avail Cap(c_a),veh/h 0 2086 0 3057 0 1182 0 0 Upstream Filter(1) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 Uniform Delay(d1),s/veh 0.0 6.7 0.0 14.3 0.0 13.0 0.0 0.0 Incr Delay(d2),s/veh 0.0 0.0 0.0 0.3 0.0 0.2 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay(d),s/veh 0.0 6.8 0.0 14.6 0.0 13.2 0.0 0.0 1st-Term Q(Q1),veh/In 0.0 0.2 0.0 0.9 0.0 0.4 0.0 0.0 2nd-Term Q(Q2),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q(Q3),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor(f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 %ile Back of Q(50%),veh/In 0.0 0.2 0.0 0.9 0.0 0.4 0.0 0.0 %ile Storage Ratio(RQ%) 0.00 0.02 0.00 0.08 0.00 0.03 0.00 0.00 Initial Q(Qb),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual)Q(Qe),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay(ds),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q(Qs),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap(cs),veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time(tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 7th Control Delay,s/veh 11.0 HCM 7th LOS B Notes User approved volume balancing among the lanes for turning movement. *HCM 7th Edition computational engine requires equal clearance times for the phases crossing the barrier. 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 15 HCM 7th TWSC 1. 2025 Existing 201: W. Kirkwood Boulevard & Varispace Driveway Timing Plan: AM Intersection Int Delay,s/veh 1.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations ) ttt +Tti r Traffic Vol,veh/h 88 284 218 7 0 9 Future Vol,veh/h 88 284 218 7 0 9 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 70 - 0 0 Veh in Median Storage,# - 0 0 0 - Grade, % - 0 0 0 - Peak Hour Factor 67 81 70 88 100 56 Heavy Vehicles, % 0 0 2 0 0 0 Mvmt Flow 131 351 311 8 0 16 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 319 0 0 718 160 Stage 1 - - - 315 - Stage 2 - 403 - Critical Hdwy 5.3 5.7 7.1 Critical Hdwy Stg 1 - 6.6 - Critical Hdwy Stg 2 - 6 - Follow-up Hdwy 3.1 3.8 3.9 Pot Cap-1 Maneuver 830 433 734 Stage 1 - 625 - Stage 2 - 594 - Platoon blocked, % Mov Cap-1 Maneuver 830 365 734 Mov Cap-2 Maneuver - 365 - Stage 1 526 Stage 2 594 Approach EB WB SB HCM Ctrl DIy,s/v 2.77 0 10.02 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity(veh/h) 830 734 HCM Lane V/C Ratio 0.158 0.022 HCM Ctrl DIy(s/v) 10.2 0 10 HCM Lane LOS B A B HCM 95th%tile Q(veh) 0.6 0.1 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 17 2025 EXISTING PM Lanes, Volumes, Timings 2. 2025 Existing 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing (Plan: PM --IN. 4\ t I 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r tt Traffic Volume(vph) 0 290 508 224 163 0 0 0 0 230 93 90 Future Volume(vph) 0 290 508 224 163 0 0 0 0 230 93 90 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 100 0 0 0 0 0 0 0 Storage Lanes 1 1 1 0 0 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 0.95 0.95 1.00 Frt 0.850 0.941 Flt Protected 0.950 0.950 0.996 Satd. Flow(prot) 0 3574 1615 1770 3574 0 0 0 0 1698 1666 0 Flt Permitted 0.504 0.950 0.996 Satd. Flow(perm) 0 3574 1615 939 3574 0 0 0 0 1698 1666 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 492 28 Link Speed(mph) 30 30 30 30 Link Distance(ft) 545 376 581 622 Travel Time(s) 12.4 8.5 13.2 14.1 Peak Hour Factor 1.00 0.78 0.57 0.68 0.87 1.00 1.00 1.00 1.00 0.81 0.57 0.73 Heavy Vehicles(%) 0% 1% 0% 2% 1% 0% 0% 0% 0% 1% 2% 1% Adj. Flow(vph) 0 372 891 329 187 0 0 0 0 284 163 123 Shared Lane Traffic(%) 10% Lane Group Flow(vph) 0 372 891 329 187 0 0 0 0 256 314 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 20 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 2 1 1 2 1 2 Detector Template Thru Right Left Thru Left Thru Leading Detector(ft) 100 20 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Size(ft) 6 20 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 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 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 Detector 2 Size(ft) 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 Turn Type NA Perm D.P+P NA Perm NA Protected Phases 2 1 12 412 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 1 Lanes, Volumes, Timings 2. 2025 Existing 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: PM Lane Group 04 05 06 08 012 016 Lane Configurations Traffic Volume(vph) Future Volume(vph) Ideal Flow(vphpl) Storage Length(ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow(prot) Flt Permitted Satd. Flow(perm) Right Turn on Red Satd. Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Adj. Flow(vph) Shared Lane Traffic(%) Lane Group Flow(vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector(ft) Trailing Detector(ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend(s) Detector 1 Queue(s) Detector 1 Delay(s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend(s) Turn Type Protected Phases 4 5 6 8 12 16 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 2 Lanes, Volumes, Timings 2. 2025 Existing 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing (Plan: PM --IN. 4\ t /b. i 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 2 2 412 Detector Phase 2 2 1 12 4 12 4 12 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 Minimum Split(s) 22.5 22.5 9.5 Total Split(s) 52.2 52.2 22.7 Total Split(%) 43.5% 43.5% 18.9% Maximum Green(s) 45.2 45.2 18.2 Yellow Time(s) 4.5 4.5 3.5 All-Red Time(s) 2.5 2.5 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 Total Lost Time(s) 7.0 7.0 4.5 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 Recall Mode None None None Walk Time(s) Flash Don't Walk(s) Pedestrian Calls(#/hr) Act Effct Green(s) 44.5 44.5 71.4 75.9 32.6 32.6 Actuated g/C Ratio 0.37 0.37 0.60 0.63 0.27 0.27 v/c Ratio 0.28 0.98 0.45 0.08 0.56 0.67 Control Delay(s/veh) 27.0 43.0 14.7 5.7 42.0 42.2 Queue Delay 0.0 0.0 0.2 0.0 0.0 0.0 Total Delay(s/veh) 27.1 43.0 14.8 5.7 42.0 42.2 LOS C D B A D D Approach Delay(s/veh) 38.3 11.5 42.1 Approach LOS D B D Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18(15%), Referenced to phase 5:EBTL,Start of Green Natural Cycle: 110 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.98 Intersection Signal Delay(s/veh):33.3 Intersection LOS:C Intersection Capacity Utilization 76.0% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 101:Solana Boulevard/W. Kirkwood Boulevard&SH 114 SB Frontage Road #101 #101 #101 #101 IV 02 i ' 04 i ' 012 Ir 01 #102 1#102 #102 #102 ® 016 05(R) ® 06 ES 08 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 3 Lanes, Volumes, Timings 2. 2025 Existing 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: PM Lane Group 04 05 06 08 012 016 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 22.5 9.5 22.5 22.5 22.5 22.5 Total Split(s) 22.6 52.3 22.6 22.6 22.5 22.5 Total Split(%) 19% 44% 19% 19% 19% 19% Maximum Green(s) 15.6 47.8 15.6 15.6 18.0 18.0 Yellow Time(s) 4.5 3.5 4.5 4.5 3.5 3.5 All-Red Time(s) 2.5 1.0 2.5 2.5 1.0 1.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lag Lag Lead Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None None None None Walk Time(s) 7.0 7.0 Flash Don't Walk(s) 11.0 11.0 Pedestrian Calls(#/hr) 0 0 Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay(s/veh) Queue Delay Total Delay(s/veh) LOS Approach Delay(s/veh) Approach LOS Intersection Summary 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 4 Lanes, Volumes, Timings 2. 2025 Existing 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: PM Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations t ttt r T Traffic Volume(vph) 449 75 0 0 301 292 0 0 0 90 322 11 Future Volume(vph) 449 75 0 0 301 292 0 0 0 90 322 11 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 0 0 145 0 0 0 0 0 Storage Lanes 1 0 1 1 0 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 0.91 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 0.850 0.994 Flt Protected 0.950 0.950 Satd. Flow(prot) 1787 1845 0 0 5136 1615 0 0 0 1736 1871 0 Flt Permitted 0.420 0.950 Satd. Flow(perm) 790 1845 0 0 5136 1615 0 0 0 1736 1871 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 239 2 Link Speed(mph) 30 30 30 30 Link Distance(ft) 376 492 604 263 Travel Time(s) 8.5 11.2 13.7 6.0 Peak Hour Factor 0.85 0.54 1.00 1.00 0.74 0.88 1.00 1.00 1.00 0.87 0.85 0.69 Heavy Vehicles(%) 1% 3% 0% 0% 1% 0% 0% 0% 0% 4% 1% 0% Adj. Flow(vph) 528 139 0 0 407 332 0 0 0 103 379 16 Shared Lane Traffic(%) Lane Group Flow(vph) 528 139 0 0 407 332 0 0 0 103 395 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 20 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 1 1 2 Detector Template Left Thru Thru Right Left Thru Leading Detector(ft) 20 100 100 20 20 100 Trailing Detector(ft) 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 6 20 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 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 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 Detector 2 Size(ft) 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 Turn Type D.P+P NA NA Perm Perm NA Protected Phases 5 56 6 816 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 6 Lanes, Volumes, Timings 2. 2025 Existing 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: PM Lane Group 01 02 04 08 012 016 Lane Configurations Traffic Volume(vph) Future Volume(vph) Ideal Flow(vphpl) Storage Length(ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow(prot) Flt Permitted Satd. Flow(perm) Right Turn on Red Satd. Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Adj. Flow(vph) Shared Lane Traffic(%) Lane Group Flow(vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector(ft) Trailing Detector(ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend(s) Detector 1 Queue(s) Detector 1 Delay(s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend(s) Turn Type Protected Phases 1 2 4 8 12 16 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 7 Lanes, Volumes, Timings 2. 2025 Existing 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: PM 3, -0. --X C *-- ",- %X -+\ Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Permitted Phases 6 6 816 Detector Phase 5 56 6 6 8 16 8 16 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 Minimum Split(s) 9.5 22.5 22.5 Total Split(s) 52.3 22.6 22.6 Total Split(%) 43.6% 18.8% 18.8% Maximum Green(s) 47.8 15.6 15.6 Yellow Time(s) 3.5 4.5 4.5 All-Red Time(s) 1.0 2.5 2.5 Lost Time Adjust(s) 0.0 0.0 0.0 Total Lost Time(s) 4.5 7.0 7.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 Recall Mode C-Max None None Walk Time(s) Flash Don't Walk(s) Pedestrian Calls(#/hr) Act Effct Green(s) 69.4 73.9 14.9 14.9 34.6 34.6 Actuated g/C Ratio 0.58 0.62 0.12 0.12 0.29 0.29 v/c Ratio 0.59 0.12 0.64 0.81 0.21 0.73 Control Delay(s/veh) 13.1 4.5 54.8 31.4 32.5 46.7 Queue Delay 1.0 0.0 0.1 0.0 0.0 0.0 Total Delay(s/veh) 14.1 4.5 55.0 31.4 32.6 46.7 LOS B A D C C D Approach Delay(s/veh) 12.1 44.4 43.8 Approach LOS B D D Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18(15%), Referenced to phase 5:EBTL,Start of Green Natural Cycle: 110 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.98 Intersection Signal Delay(s/veh):32.9 Intersection LOS:C Intersection Capacity Utilization 76.0% ICU Level of Service D Analysis Period (min) 15 Splits and Phases: 102:SH 114 NB Frontage Road&W. Kirkwood Boulevard #101 #101 #101 #101 IV 02 i ' 04 i ' 012 Ir 01 #102 1#102 #102 #102 ® 016 05(R) ® 06 ES 08 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 8 Lanes, Volumes, Timings 2. 2025 Existing 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: PM Lane Group 01 02 04 08 012 016 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 9.5 22.5 22.5 22.5 22.5 22.5 Total Split(s) 22.7 52.2 22.6 22.6 22.5 22.5 Total Split(%) 19% 44% 19% 19% 19% 19% Maximum Green(s) 18.2 45.2 15.6 15.6 18.0 18.0 Yellow Time(s) 3.5 4.5 4.5 4.5 3.5 3.5 All-Red Time(s) 1.0 2.5 2.5 2.5 1.0 1.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lag Lead Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Walk Time(s) 7.0 7.0 Flash Don't Walk(s) 11.0 11.0 Pedestrian Calls(#/hr) 0 0 Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay(s/veh) Queue Delay Total Delay(s/veh) LOS Approach Delay(s/veh) Approach LOS Intersection Summary 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 9 HCM 7th Signalized Intersection Capacity Analysis 2. 2025 Existing 103: T W King Road East & W. Kirkwood Boulevard Timing (Plan: PM --Ip. ---* -4- t i 4/ Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r *M 1 T r Traffic Volume(veh/h) 27 56 1 0 279 64 29 0 0 40 0 180 Future Volume(veh/h) 27 56 1 0 279 64 29 0 0 40 0 180 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q,veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Lanes Open During Work Zone Adj Sat Flow,veh/h/In 1841 1870 1900 1900 1885 1870 1900 1900 1900 1900 1900 1885 Adj Flow Rate,veh/h 54 84 4 0 321 76 32 0 0 48 0 247 Peak Hour Factor 0.50 0.67 0.25 1.00 0.87 0.84 0.91 1.00 1.00 0.83 1.00 0.73 Percent Heavy Veh,% 4 2 0 0 1 2 0 0 0 0 0 1 Opposing Right Turn Influence Yes Yes Yes Yes Cap,veh/h 393 1486 733 0 666 155 234 4 0 712 0 614 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Prop Arrive On Green 0.06 0.42 0.42 0.00 0.23 0.23 0.04 0.00 0.00 0.30 0.00 0.14 Unsig. Movement Delay Ln Grp Delay,s/veh 10.6 7.5 6.4 0.0 15.2 15.3 20.5 0.0 0.0 10.6 0.0 15.7 Ln Grp LOS B A A B B C B B Approach Vol,veh/h 142 397 32 295 Approach Delay,s/veh 8.6 15.2 20.5 14.9 Approach LOS A B C B Timer: 1 2 3 4 5 6 7 8 Assigned Phs 2 3 4 5 6 8 7 Case No 3.0 1.2 3.0 1.2 8.0 4.0 1.3 Phs Duration(G+Y+Rc),s 24.7 7.1 11.4 8.1 16.6 0.0 18.5 Change Period(Y+Rc),s *6.6 5.5 *5.5 5.7 6.6 6.1 5.5 Max Green(Gmax),s *55 11.5 *38 17.3 30.4 42.3 6.1 Max Allow Headway(MAH),s 5.2 3.8 4.1 3.8 5.3 0.0 3.8 Max Q Clear(g_c+I1),s 2.6 2.7 4.9 2.9 6.2 0.0 2.0 Green Ext Time(g_e),s 0.6 0.0 1.0 0.1 2.4 0.0 0.0 Prob of Phs Call(p-c) 1.00 0.32 1.00 0.48 1.00 0.00 0.44 Prob of Max Out(p_x) 0.00 0.00 0.00 0.00 0.00 0.00 0.66 Left-Turn Movement Data Assigned Mvmt 3 5 1 7 Mvmt Sat Flow,veh/h 1810 1753 0 1810 Through Movement Data Assigned Mvmt 2 4 6 8 Mvmt Sat Flow,veh/h 3554 0 2976 1900 Right-Turn Movement Data Assigned Mvmt 12 14 16 18 Mvmt Sat Flow,veh/h 1610 3195 673 0 Left Lane Group Data Assigned Mvmt 0 0 3 0 5 1 0 7 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 13 HCM 7th Signalized Intersection Capacity Analysis 2. 2025 Existing 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: PM Lane Assignment L(Pr/Pm) L(Pr/Pm) L(Pr/Pm) Lanes in Grp 0 0 1 0 1 0 0 1 Grp Vol(v),veh/h 0 0 32 0 54 0 0 48 Grp Sat Flow(s),veh/h/In 0 0 1810 0 1753 0 0 1810 Q Serve Time(g_s),s 0.0 0.0 0.7 0.0 0.9 0.0 0.0 0.0 Cycle Q Clear Time(g_c),s 0.0 0.0 0.7 0.0 0.9 0.0 0.0 0.0 Perm LT Sat Flow(s_I),veh/h/In 0 0 1151 0 972 0 0 1440 Shared LT Sat Flow(s_sh),veh/h/In 0 0 0 0 0 0 0 0 Perm LT Eff Green(g_p),s 0.0 0.0 0.1 0.0 12.0 0.0 0.0 0.1 Perm LT Serve Time(g_u),s 0.0 0.0 0.0 0.0 5.7 0.0 0.0 0.0 Perm LT Q Serve Time(g_ps),s 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.0 Time to First BIk(g_f),s 0.0 0.0 0.0 0.0 0.0 10.0 0.0 0.0 Serve Time pre BIk(g_fs),s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane(P_L) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 Lane Grp Cap(c),veh/h 0 0 234 0 393 0 0 712 V/C Ratio(X) 0.00 0.00 0.14 0.00 0.14 0.00 0.00 0.07 Avail Cap(c_a),veh/h 0 0 649 0 999 0 0 712 Upstream Filter(1) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 Uniform Delay(d1),s/veh 0.0 0.0 20.3 0.0 10.4 0.0 0.0 10.5 Incr Delay(d2),s/veh 0.0 0.0 0.3 0.0 0.2 0.0 0.0 0.0 Initial Q Delay(0),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay(d),s/veh 0.0 0.0 20.5 0.0 10.6 0.0 0.0 10.6 1st-Term Q(Q1),veh/In 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.3 2nd-Term Q(Q2),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q(Q3),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor(f_B%) 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 %ile Back of Q(50%),veh/In 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.3 %ile Storage Ratio(RQ%) 0.00 0.00 0.03 0.00 0.03 0.00 0.00 0.02 Initial Q(Qb),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual)Q(Qe),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay(ds),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q(Qs),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap(cs),veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time(tc),h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data Assigned Mvmt 0 2 0 4 0 6 8 0 Lane Assignment T T T Lanes in Grp 0 2 0 0 0 1 1 0 Grp Vol(v),veh/h 0 84 0 0 0 198 0 0 Grp Sat Flow(s),veh/h/In 0 1777 0 0 0 1791 1900 0 Q Serve Time(g_s),s 0.0 0.6 0.0 0.0 0.0 4.1 0.0 0.0 Cycle Q Clear Time(g_c),s 0.0 0.6 0.0 0.0 0.0 4.1 0.0 0.0 Lane Grp Cap(c),veh/h 0 1486 0 0 0 414 4 0 V/C Ratio(X) 0.00 0.06 0.00 0.00 0.00 0.48 0.00 0.00 Avail Cap(c_a),veh/h 0 4520 0 0 0 1261 1862 0 Upstream Filter(1) 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay(d1),s/veh 0.0 7.5 0.0 0.0 0.0 14.3 0.0 0.0 Incr Delay(d2),s/veh 0.0 0.0 0.0 0.0 0.0 0.9 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay(d),s/veh 0.0 7.5 0.0 0.0 0.0 15.2 0.0 0.0 1st-Term Q(Q1),veh/In 0.0 0.2 0.0 0.0 0.0 1.4 0.0 0.0 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 14 HCM 7th Signalized Intersection Capacity Analysis 2. 2025 Existing 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: PM 2nd-Term Q(Q2),veh/In 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 3rd-Term Q(Q3),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor(f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 %ile Back of Q(50%),veh/In 0.0 0.2 0.0 0.0 0.0 1.5 0.0 0.0 %ile Storage Ratio(RQ%) 0.00 0.01 0.00 0.00 0.00 0.10 0.00 0.00 Initial Q(Qb),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual)Q(Qe),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay(ds),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q(Qs),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap(cs),veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time(tc),h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data Assigned Mvmt 0 12 0 14 0 16 18 0 Lane Assignment R R T+R Lanes in Grp 0 1 0 2 0 1 0 0 Grp Vol(v),veh/h 0 4 0 247 0 199 0 0 Grp Sat Flow(s),veh/h/In 0 1610 0 1598 0 1764 0 0 Q Serve Time(g_s),s 0.0 0.1 0.0 2.9 0.0 4.2 0.0 0.0 Cycle Q Clear Time(g_c),s 0.0 0.1 0.0 2.9 0.0 4.2 0.0 0.0 Prot RT Sat Flow(s_R),veh/h/In 0.0 1610.2 0.0 1597.6 0.0 0.0 0.0 0.0 Prot RT Eff Green(g_R),s 0.0 1.6 0.0 2.4 0.0 0.0 0.0 0.0 Prop RT Outside Lane(P-R) 0.00 1.00 0.00 1.00 0.00 0.38 0.00 0.00 Lane Grp Cap(c),veh/h 0 733 0 614 0 408 0 0 V/C Ratio(X) 0.00 0.01 0.00 0.40 0.00 0.49 0.00 0.00 Avail Cap(c_a),veh/h 0 2108 0 2975 0 1243 0 0 Upstream Filter(1) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 Uniform Delay(d1),s/veh 0.0 6.4 0.0 15.3 0.0 14.4 0.0 0.0 Incr Delay(d2),s/veh 0.0 0.0 0.0 0.4 0.0 0.9 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay(d),s/veh 0.0 6.4 0.0 15.7 0.0 15.3 0.0 0.0 1st-Term Q(Q1),veh/In 0.0 0.0 0.0 0.9 0.0 1.4 0.0 0.0 2nd-Term Q(Q2),veh/In 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 3rd-Term Q(Q3),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor(f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 %ile Back of Q(50%),veh/In 0.0 0.0 0.0 0.9 0.0 1.5 0.0 0.0 %ile Storage Ratio(RQ%) 0.00 0.00 0.00 0.08 0.00 0.10 0.00 0.00 Initial Q(Qb),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual)Q(Qe),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay(ds),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q(Qs),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap(cs),veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time(tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 7th Control Delay,s/veh 14.2 HCM 7th LOS B Notes User approved volume balancing among the lanes for turning movement. *HCM 7th Edition computational engine requires equal clearance times for the phases crossing the barrier. 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 15 HCM 7th TWSC 2. 2025 Existing 201: W. Kirkwood Boulevard & Varispace Driveway Timing Plan: PM Intersection Int Delay,s/veh 2.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations ) ttt +Tti r Traffic Vol,veh/h 6 80 482 4 4 103 Future Vol,veh/h 6 80 482 4 4 103 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 70 - 0 0 Veh in Median Storage,# - 0 0 0 - Grade, % - 0 0 0 - Peak Hour Factor 63 59 95 33 33 61 Heavy Vehicles, % 0 2 1 0 0 0 Mvmt Flow 10 136 507 12 12 169 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 519 0 0 587 260 Stage 1 - - - 513 - Stage 2 - 73 - Critical Hdwy 5.3 5.7 7.1 Critical Hdwy Stg 1 - 6.6 - Critical Hdwy Stg 2 - 6 - Follow-up Hdwy 3.1 3.8 3.9 Pot Cap-1 Maneuver 670 502 634 Stage 1 - 479 - Stage 2 - 871 - Platoon blocked, % Mov Cap-1 Maneuver 670 495 634 Mov Cap-2 Maneuver - 495 - Stage 1 472 Stage 2 871 Approach EB WB SIB HCM Ctrl DIy,s/v 0.69 0 12.7 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity(veh/h) 670 495 634 HCM Lane V/C Ratio 0.014 0.024 0.266 HCM Ctrl DIy(s/v) 10.4 12.5 12.7 HCM Lane LOS B B B HCM 95th%tile Q(veh) 0 0.1 1.1 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 17 2026 FORECASTED AM Lanes, Volumes, Timings 3. 2026 Forecasted 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing (Plan: AM --IN. 4\ t I 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ttt r 4t *TT Traffic Volume(vph) 0 189 137 139 501 0 0 0 0 280 173 205 Future Volume(vph) 0 189 137 139 501 0 0 0 0 280 173 205 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 100 0 0 0 0 0 0 0 Storage Lanes 1 1 1 0 0 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.91 1.00 0.91 0.91 1.00 1.00 1.00 1.00 0.91 0.91 0.95 Frt 0.850 0.936 Flt Protected 0.950 0.998 0.950 0.997 Satd. Flow(prot) 0 5187 1568 1610 3416 0 0 0 0 1626 3209 0 Flt Permitted 0.604 0.954 0.950 0.997 Satd. Flow(perm) 0 5187 1568 1024 3265 0 0 0 0 1626 3209 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 163 179 Link Speed(mph) 30 30 30 30 Link Distance(ft) 545 376 581 622 Travel Time(s) 12.4 8.5 13.2 14.1 Peak Hour Factor 1.00 0.83 0.84 0.68 0.94 1.00 1.00 1.00 1.00 0.79 0.52 0.75 Heavy Vehicles(%) 0% 0% 3% 2% 1% 0% 0% 0% 0% 1% 1% 0% Adj. Flow(vph) 0 228 163 204 533 0 0 0 0 354 333 273 Shared Lane Traffic(%) 10% 10% Lane Group Flow(vph) 0 228 163 184 553 0 0 0 0 319 641 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 20 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 2 1 1 2 1 2 Detector Template Thru Right Left Thru Left Thru Leading Detector(ft) 100 20 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Size(ft) 6 20 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 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 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 Detector 2 Size(ft) 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 Turn Type NA Perm D.P+P NA Perm NA Protected Phases 2 1 12 412 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 1 Lanes, Volumes, Timings 3. 2026 Forecasted 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: AM Lane Group 04 05 06 08 012 016 Lane Configurations Traffic Volume(vph) Future Volume(vph) Ideal Flow(vphpl) Storage Length(ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow(prot) Flt Permitted Satd. Flow(perm) Right Turn on Red Satd. Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Adj. Flow(vph) Shared Lane Traffic(%) Lane Group Flow(vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector(ft) Trailing Detector(ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend(s) Detector 1 Queue(s) Detector 1 Delay(s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend(s) Turn Type Protected Phases 4 5 6 8 12 16 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 2 Lanes, Volumes, Timings 3. 2026 Forecasted 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing (Plan: AM --IN. 4\ t /b. i 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 2 2 412 Detector Phase 2 2 1 12 4 12 4 12 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 Minimum Split(s) 22.5 22.5 9.5 Total Split(s) 32.0 32.0 30.5 Total Split(%) 26.7% 26.7% 25.4% Maximum Green(s) 25.0 25.0 26.0 Yellow Time(s) 4.5 4.5 3.5 All-Red Time(s) 2.5 2.5 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 Total Lost Time(s) 7.0 7.0 4.5 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 Recall Mode None None None Walk Time(s) Flash Don't Walk(s) Pedestrian Calls(#/hr) Act Effct Green(s) 20.6 20.6 49.6 49.6 54.4 54.4 Actuated g/C Ratio 0.17 0.17 0.41 0.41 0.45 0.45 v/c Ratio 0.26 0.40 0.33 0.40 0.43 0.41 Control Delay(s/veh) 44.5 9.9 5.3 4.9 24.9 16.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 44.5 9.9 5.3 4.9 24.9 16.5 LOS D A A A C B Approach Delay(s/veh) 30.1 5.0 19.3 Approach LOS C A B Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18(15%), Referenced to phase 5:EBTL,Start of Green Natural Cycle:90 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.48 Intersection Signal Delay(s/veh): 16.3 Intersection LOS: B Intersection Capacity Utilization 34.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 101:Solana Boulevard/W. Kirkwood Boulevard&SH 114 SB Frontage Road #101 #1I01 #101 #101 IV 02 i 04 i ' 012 � 01 #102 1#102 #102 #102 N 016 05(R) 141 06 S08 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 3 Lanes, Volumes, Timings 3. 2026 Forecasted 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: AM Lane Group 04 05 06 08 012 016 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 22.5 9.5 22.5 22.5 22.5 22.5 Total Split(s) 35.0 44.5 26.0 27.0 22.5 22.5 Total Split(%) 29% 37% 22% 23% 19% 19% Maximum Green(s) 28.0 40.0 19.0 20.0 18.0 18.0 Yellow Time(s) 4.5 3.5 4.5 4.5 3.5 3.5 All-Red Time(s) 2.5 1.0 2.5 2.5 1.0 1.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lag Lag Lead Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None None None None Walk Time(s) 7.0 7.0 Flash Don't Walk(s) 11.0 11.0 Pedestrian Calls(#/hr) 0 0 Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay(s/veh) Queue Delay Total Delay(s/veh) LOS Approach Delay(s/veh) Approach LOS Intersection Summary 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 4 Lanes, Volumes, Timings 3. 2026 Forecasted 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: AM Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations *'t ttt r +Tt r Traffic Volume(vph) 224 272 0 0 212 21 0 0 0 391 117 107 Future Volume(vph) 224 272 0 0 212 21 0 0 0 391 117 107 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 0 0 145 0 0 0 138 0 Storage Lanes 1 0 1 1 0 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.91 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.91 0.91 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.986 0.950 0.971 Satd. Flow(prot) 1610 3390 0 0 5085 1615 0 0 0 1643 3290 1599 Flt Permitted 0.567 0.792 0.950 0.971 Satd. Flow(perm) 961 2723 0 0 5085 1615 0 0 0 1643 3290 1599 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 205 141 Link Speed(mph) 30 30 30 30 Link Distance(ft) 376 296 604 526 Travel Time(s) 8.5 6.7 13.7 12.0 Peak Hour Factor 0.71 0.86 1.00 1.00 0.73 0.66 1.00 1.00 1.00 0.92 0.78 0.88 Heavy Vehicles(%) 2% 0% 0% 0% 2% 0% 0% 0% 0% 0% 5% 1% Adj. Flow(vph) 315 316 0 0 290 32 0 0 0 425 150 122 Shared Lane Traffic(%) 40% 50% Lane Group Flow(vph) 189 442 0 0 290 32 0 0 0 212 363 122 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 20 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 1 1 2 1 Detector Template Left Thru Thru Right Left Thru Right Leading Detector(ft) 20 100 100 20 20 100 20 Trailing Detector(ft) 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 6 20 20 6 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 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 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 Detector 2 Size(ft) 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 Turn Type D.P+P NA NA Perm Perm NA Perm Protected Phases 5 56 6 816 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 6 Lanes, Volumes, Timings 3. 2026 Forecasted 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: AM Lane Group 01 02 04 08 012 016 Lane Configurations Traffic Volume(vph) Future Volume(vph) Ideal Flow(vphpl) Storage Length(ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow(prot) Flt Permitted Satd. Flow(perm) Right Turn on Red Satd. Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Adj. Flow(vph) Shared Lane Traffic(%) Lane Group Flow(vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector(ft) Trailing Detector(ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend(s) Detector 1 Queue(s) Detector 1 Delay(s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend(s) Turn Type Protected Phases 1 2 4 8 12 16 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 7 Lanes, Volumes, Timings 3. 2026 Forecasted 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: AM 3, -0. --X C *-- ",- %X -+\ Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Permitted Phases 6 6 816 816 Detector Phase 5 56 6 6 8 16 8 16 816 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 Minimum Split(s) 9.5 22.5 22.5 Total Split(s) 44.5 26.0 26.0 Total Split(%) 37.1% 21.7% 21.7% Maximum Green(s) 40.0 19.0 19.0 Yellow Time(s) 3.5 4.5 4.5 All-Red Time(s) 1.0 2.5 2.5 Lost Time Adjust(s) 0.0 0.0 0.0 Total Lost Time(s) 4.5 7.0 7.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 Recall Mode C-Max None None Walk Time(s) Flash Don't Walk(s) Pedestrian Calls(#/hr) Act Effct Green(s) 72.0 72.0 14.3 14.3 32.0 32.0 32.0 Actuated g/C Ratio 0.60 0.60 0.12 0.12 0.27 0.27 0.27 v/c Ratio 0.22 0.23 0.48 0.09 0.48 0.41 0.23 Control Delay(s/veh) 3.5 3.2 51.5 0.5 40.1 37.0 4.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 3.5 3.2 51.5* 0.5 40.1 37.0 4.6 LOS A A D A D D A Approach Delay(s/veh) 3.3 46.4 32.3 Approach LOS A D C Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18(15%), Referenced to phase 5:EBTL,Start of Green Natural Cycle:90 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.48 Intersection Signal Delay(s/veh):23.9 Intersection LOS:C Intersection Capacity Utilization 34.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 102:SH 114 NB Frontage Road&W. Kirkwood Boulevard #101 #101 #101 #101 IV 02 1 04 1_4 012 � 01 #102 1#102 #102 #102 ® 016 05(R) 141 06 S08 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 8 Lanes, Volumes, Timings 3. 2026 Forecasted 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: AM Lane Group 01 02 04 08 012 016 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 9.5 22.5 22.5 22.5 22.5 22.5 Total Split(s) 30.5 32.0 35.0 27.0 22.5 22.5 Total Split(%) 25% 27% 29% 23% 19% 19% Maximum Green(s) 26.0 25.0 28.0 20.0 18.0 18.0 Yellow Time(s) 3.5 4.5 4.5 4.5 3.5 3.5 All-Red Time(s) 1.0 2.5 2.5 2.5 1.0 1.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lag Lead Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Walk Time(s) 7.0 7.0 Flash Don't Walk(s) 11.0 11.0 Pedestrian Calls(#/hr) 0 0 Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay(s/veh) Queue Delay Total Delay(s/veh) LOS Approach Delay(s/veh) Approach LOS Intersection Summary 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 9 HCM 7th Signalized Intersection Capacity Analysis 3. 2026 Forecasted 103: T W King Road East & W. Kirkwood Boulevard Timing (Plan: AM --Ip. ---* -4- t i 4/ Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r *M 1 T r Traffic Volume(veh/h) 64 180 42 0 51 35 1 0 0 76 3 177 Future Volume(veh/h) 64 180 42 0 51 35 1 0 0 76 3 177 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q,veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Lanes Open During Work Zone Adj Sat Flow,veh/h/In 1870 1900 1900 1900 1870 1811 1900 1900 1900 1856 1900 1870 Adj Flow Rate,veh/h 89 225 62 0 77 45 4 0 0 110 0 254 Peak Hour Factor 0.72 0.80 0.68 1.00 0.66 0.77 0.25 1.00 1.00 0.69 0.38 0.71 Percent Heavy Veh,% 2 0 0 0 2 6 0 0 0 3 0 2 Opposing Right Turn Influence Yes Yes Yes Yes Cap,veh/h 562 1598 721 0 517 281 179 4 0 652 0 684 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Prop Arrive On Green 0.08 0.44 0.44 0.00 0.23 0.23 0.01 0.00 0.00 0.27 0.00 0.14 Unsig. Movement Delay Ln Grp Delay,s/veh 9.6 7.1 6.8 0.0 13.2 13.2 21.1 0.0 0.0 11.4 0.0 14.6 Ln Grp LOS A A A B B C B B Approach Vol,veh/h 376 122 4 364 Approach Delay,s/veh 7.6 13.2 21.1 13.6 Approach LOS A B C B Timer: 1 2 3 4 5 6 7 8 Assigned Phs 2 3 4 5 6 8 7 Case No 3.0 1.2 3.0 1.2 8.0 4.0 1.3 Phs Duration(G+Y+Rc),s 25.5 5.7 11.4 9.0 16.5 0.0 17.2 Change Period(Y+Rc),s *6.6 5.5 *5.5 5.7 6.6 6.1 5.5 Max Green(Gmax),s *55 11.5 *38 17.3 30.4 42.3 6.1 Max Allow Headway(MAH),s 5.0 3.8 4.1 3.8 5.4 0.0 3.8 Max Q Clear(g_c+I1),s 3.6 2.1 4.9 3.4 3.3 0.0 2.0 Green Ext Time(g_e),s 1.8 0.0 1.0 0.2 0.6 0.0 0.1 Prob of Phs Call(p-c) 1.00 0.05 1.00 0.65 0.99 0.00 0.73 Prob of Max Out(p_x) 0.00 0.00 0.00 0.00 0.00 0.00 0.75 Left-Turn Movement Data Assigned Mvmt 3 5 1 7 Mvmt Sat Flow,veh/h 1810 1781 0 1767 Through Movement Data Assigned Mvmt 2 4 6 8 Mvmt Sat Flow,veh/h 3610 0 2317 1900 Right-Turn Movement Data Assigned Mvmt 12 14 16 18 Mvmt Sat Flow,veh/h 1610 3170 1207 0 Left Lane Group Data Assigned Mvmt 0 0 3 0 5 1 0 7 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 13 HCM 7th Signalized Intersection Capacity Analysis 3. 2026 Forecasted 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: AM Lane Assignment L(Pr/Pm) L(Pr/Pm) L(Pr/Pm) Lanes in Grp 0 0 1 0 1 0 0 1 Grp Vol(v),veh/h 0 0 4 0 89 0 0 110 Grp Sat Flow(s),veh/h/In 0 0 1810 0 1781 0 0 1767 Q Serve Time(g_s),s 0.0 0.0 0.1 0.0 1.4 0.0 0.0 0.0 Cycle Q Clear Time(g_c),s 0.0 0.0 0.1 0.0 1.4 0.0 0.0 0.0 Perm LT Sat Flow(s_I),veh/h/In 0 0 1143 0 1269 0 0 1406 Shared LT Sat Flow(s_sh),veh/h/In 0 0 0 0 0 0 0 0 Perm LT Eff Green(g_p),s 0.0 0.0 0.1 0.0 11.9 0.0 0.0 0.1 Perm LT Serve Time(g_u),s 0.0 0.0 0.0 0.0 8.7 0.0 0.0 0.0 Perm LT Q Serve Time(g_ps),s 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 Time to First BIk(g_f),s 0.0 0.0 0.0 0.0 0.0 9.9 0.0 0.0 Serve Time pre BIk(g_fs),s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane(P_L) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 Lane Grp Cap(c),veh/h 0 0 179 0 562 0 0 652 V/C Ratio(X) 0.00 0.00 0.02 0.00 0.16 0.00 0.00 0.17 Avail Cap(c_a),veh/h 0 0 657 0 1149 0 0 652 Upstream Filter(1) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 Uniform Delay(d1),s/veh 0.0 0.0 21.0 0.0 9.4 0.0 0.0 11.3 Incr Delay(d2),s/veh 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 Initial Q Delay(0),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay(d),s/veh 0.0 0.0 21.1 0.0 9.6 0.0 0.0 11.4 1st-Term Q(Q1),veh/In 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.6 2nd-Term Q(Q2),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q(Q3),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor(f_B%) 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 %ile Back of Q(50%),veh/In 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.7 %ile Storage Ratio(RQ%) 0.00 0.00 0.00 0.00 0.05 0.00 0.00 0.06 Initial Q(Qb),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual)Q(Qe),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay(ds),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q(Qs),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap(cs),veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time(tc),h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data Assigned Mvmt 0 2 0 4 0 6 8 0 Lane Assignment T T T Lanes in Grp 0 2 0 0 0 1 1 0 Grp Vol(v),veh/h 0 225 0 0 0 60 0 0 Grp Sat Flow(s),veh/h/In 0 1805 0 0 0 1777 1900 0 Q Serve Time(g_s),s 0.0 1.6 0.0 0.0 0.0 1.2 0.0 0.0 Cycle Q Clear Time(g_c),s 0.0 1.6 0.0 0.0 0.0 1.2 0.0 0.0 Lane Grp Cap(c),veh/h 0 1598 0 0 0 413 4 0 V/C Ratio(X) 0.00 0.14 0.00 0.00 0.00 0.15 0.00 0.00 Avail Cap(c_a),veh/h 0 4647 0 0 0 1267 1884 0 Upstream Filter(1) 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay(d1),s/veh 0.0 7.1 0.0 0.0 0.0 13.0 0.0 0.0 Incr Delay(d2),s/veh 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay(d),s/veh 0.0 7.1 0.0 0.0 0.0 13.2 0.0 0.0 1st-Term Q(Q1),veh/In 0.0 0.4 0.0 0.0 0.0 0.4 0.0 0.0 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 14 HCM 7th Signalized Intersection Capacity Analysis 3. 2026 Forecasted 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: AM 2nd-Term Q(Q2),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q(Q3),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor(f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 %ile Back of Q(50%),veh/In 0.0 0.5 0.0 0.0 0.0 0.4 0.0 0.0 %ile Storage Ratio(RQ%) 0.00 0.09 0.00 0.00 0.00 0.03 0.00 0.00 Initial Q(Qb),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual)Q(Qe),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay(ds),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q(Qs),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap(cs),veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time(tc),h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data Assigned Mvmt 0 12 0 14 0 16 18 0 Lane Assignment R R T+R Lanes in Grp 0 1 0 2 0 1 0 0 Grp Vol(v),veh/h 0 62 0 254 0 62 0 0 Grp Sat Flow(s),veh/h/In 0 1610 0 1585 0 1653 0 0 Q Serve Time(g_s),s 0.0 0.9 0.0 2.9 0.0 1.3 0.0 0.0 Cycle Q Clear Time(g_c),s 0.0 0.9 0.0 2.9 0.0 1.3 0.0 0.0 Prot RT Sat Flow(s_R),veh/h/In 0.0 1610.2 0.0 1585.1 0.0 0.0 0.0 0.0 Prot RT Eff Green(g_R),s 0.0 0.2 0.0 3.3 0.0 0.0 0.0 0.0 Prop RT Outside Lane(P-R) 0.00 1.00 0.00 1.00 0.00 0.73 0.00 0.00 Lane Grp Cap(c),veh/h 0 721 0 684 0 385 0 0 V/C Ratio(X) 0.00 0.09 0.00 0.37 0.00 0.16 0.00 0.00 Avail Cap(c_a),veh/h 0 2081 0 3052 0 1178 0 0 Upstream Filter(1) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 Uniform Delay(d1),s/veh 0.0 6.8 0.0 14.3 0.0 13.0 0.0 0.0 Incr Delay(d2),s/veh 0.0 0.1 0.0 0.3 0.0 0.2 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay(d),s/veh 0.0 6.8 0.0 14.6 0.0 13.2 0.0 0.0 1st-Term Q(Q1),veh/In 0.0 0.2 0.0 0.9 0.0 0.4 0.0 0.0 2nd-Term Q(Q2),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q(Q3),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor(f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 %ile Back of Q(50%),veh/In 0.0 0.2 0.0 0.9 0.0 0.4 0.0 0.0 %ile Storage Ratio(RQ%) 0.00 0.05 0.00 0.08 0.00 0.03 0.00 0.00 Initial Q(Qb),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual)Q(Qe),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay(ds),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q(Qs),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap(cs),veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time(tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 7th Control Delay,s/veh 11.0 HCM 7th LOS B Notes User approved volume balancing among the lanes for turning movement. *HCM 7th Edition computational engine requires equal clearance times for the phases crossing the barrier. 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 15 HCM 7th TWSC 3. 2026 Forecasted 201: W. Kirkwood Boulevard & Varispace Driveway Timing Plan: AM Intersection Int Delay,s/veh 1.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations ) ttt +Tti r Traffic Vol,veh/h 89 288 221 7 0 9 Future Vol,veh/h 89 288 221 7 0 9 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 70 - 0 0 Veh in Median Storage,# - 0 0 0 - Grade, % - 0 0 0 - Peak Hour Factor 67 81 70 88 100 56 Heavy Vehicles, % 0 0 2 0 0 0 Mvmt Flow 133 356 316 8 0 16 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 324 0 0 728 162 Stage 1 - - - 320 - Stage 2 - 408 - Critical Hdwy 5.3 5.7 7.1 Critical Hdwy Stg 1 - 6.6 - Critical Hdwy Stg 2 - 6 - Follow-up Hdwy 3.1 3.8 3.9 Pot Cap-1 Maneuver 826 429 731 Stage 1 - 621 - Stage 2 - 591 - Platoon blocked, % Mov Cap-1 Maneuver 826 360 731 Mov Cap-2 Maneuver - 360 - Stage 1 521 Stage 2 591 Approach EB WB SIB HCM Ctrl DIy,s/v 2.77 0 10.03 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity(veh/h) 826 731 HCM Lane V/C Ratio 0.161 0.022 HCM Ctrl DIy(s/v) 10.2 0 10 HCM Lane LOS B A B HCM 95th%tile Q(veh) 0.6 0.1 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 17 2026 FORECASTED PM Lanes, Volumes, Timings 4. 2026 Forecasted 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing (Plan: PM --IN. 4\ t /0� \*. I 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ttt r 0 *TT Traffic Volume(vph) 0 294 516 227 165 0 0 0 0 210 94 91 Future Volume(vph) 0 294 516 227 165 0 0 0 0 210 94 91 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 100 0 0 0 0 0 0 0 Storage Lanes 1 1 1 0 0 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.91 1.00 0.91 0.91 1.00 1.00 1.00 1.00 0.91 0.91 0.95 Frt 0.850 0.948 Flt Protected 0.950 0.977 0.950 0.990 Satd. Flow(prot) 0 5136 1615 1610 3330 0 0 0 0 1626 3199 0 Flt Permitted 0.520 0.660 0.950 0.990 Satd. Flow(perm) 0 5136 1615 881 2249 0 0 0 0 1626 3199 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 497 74 Link Speed(mph) 30 30 30 30 Link Distance(ft) 545 376 581 622 Travel Time(s) 12.4 8.5 13.2 14.1 Peak Hour Factor 1.00 0.78 0.57 0.68 0.87 1.00 1.00 1.00 1.00 0.81 0.57 0.73 Heavy Vehicles(%) 0% 1% 0% 2% 1% 0% 0% 0% 0% 1% 2% 1% Adj. Flow(vph) 0 377 905 334 190 0 0 0 0 259 165 125 Shared Lane Traffic(%) 50% 28% Lane Group Flow(vph) 0 377 905 167 357 0 0 0 0 186 363 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 20 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 2 1 1 2 1 2 Detector Template Thru Right Left Thru Left Thru Leading Detector(ft) 100 20 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Size(ft) 6 20 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 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 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 Detector 2 Size(ft) 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 Turn Type NA Perm D.P+P NA Perm NA Protected Phases 2 1 12 412 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 1 Lanes, Volumes, Timings 4. 2026 Forecasted 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: PM Lane Group 04 05 06 08 012 016 Lane Configurations Traffic Volume(vph) Future Volume(vph) Ideal Flow(vphpl) Storage Length(ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow(prot) Flt Permitted Satd. Flow(perm) Right Turn on Red Satd. Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Adj. Flow(vph) Shared Lane Traffic(%) Lane Group Flow(vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector(ft) Trailing Detector(ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend(s) Detector 1 Queue(s) Detector 1 Delay(s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend(s) Turn Type Protected Phases 4 5 6 8 12 16 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 2 Lanes, Volumes, Timings 4. 2026 Forecasted 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing (Plan: PM --IN. 4\ t /0� \*. i 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 2 2 412 Detector Phase 2 2 1 12 4 12 412 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 Minimum Split(s) 22.5 22.5 9.5 Total Split(s) 52.4 52.4 22.6 Total Split(%) 43.7% 43.7% 18.8% Maximum Green(s) 45.4 45.4 18.1 Yellow Time(s) 4.5 4.5 3.5 All-Red Time(s) 2.5 2.5 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 Total Lost Time(s) 7.0 7.0 4.5 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 Recall Mode None None None Walk Time(s) Flash Don't Walk(s) Pedestrian Calls(#/hr) Act Effct Green(s) 46.2 46.2 75.8 75.8 28.2 28.2 Actuated g/C Ratio 0.39 0.39 0.63 0.63 0.24 0.24 v/c Ratio 0.19 0.98 0.23 0.21 0.49 0.45 Control Delay(s/veh) 25.0 41.6 5.3 4.6 44.0 32.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 25.0 41.6 5.3 4.6 44.0 32.4 LOS C D A A D C Approach Delay(s/veh) 36.7 4.8 36.3 Approach LOS D A D Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18(15%), Referenced to phase 5:EBTL,Start of Green Natural Cycle: 110 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.98 Intersection Signal Delay(s/veh):29.5 Intersection LOS:C Intersection Capacity Utilization 51.4% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 101:Solana Boulevard/W. Kirkwood Boulevard&SH 114 SB Frontage Road #101 #101 #101 #101 IV 02 i ' 04 i ' 012 Ir 01 22.6 s #102 1#102 #102 #102 N 016 05(R) IN 06 S08 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 3 Lanes, Volumes, Timings 4. 2026 Forecasted 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: PM Lane Group 04 05 06 08 012 016 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 22.5 9.5 22.5 22.5 22.5 22.5 Total Split(s) 22.5 52.4 22.6 22.5 22.5 22.5 Total Split(%) 19% 44% 19% 19% 19% 19% Maximum Green(s) 15.5 47.9 15.6 15.5 18.0 18.0 Yellow Time(s) 4.5 3.5 4.5 4.5 3.5 3.5 All-Red Time(s) 2.5 1.0 2.5 2.5 1.0 1.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lag Lag Lead Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None None None None Walk Time(s) 7.0 7.0 Flash Don't Walk(s) 11.0 11.0 Pedestrian Calls(#/hr) 0 0 Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay(s/veh) Queue Delay Total Delay(s/veh) LOS Approach Delay(s/veh) Approach LOS Intersection Summary 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 4 Lanes, Volumes, Timings 4. 2026 Forecasted 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: PM Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations *'t ttt r *It r Traffic Volume(vph) 456 76 0 0 306 296 0 0 0 82 327 11 Future Volume(vph) 456 76 0 0 306 296 0 0 0 82 327 11 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 0 0 145 0 0 0 138 0 Storage Lanes 1 0 1 1 0 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.91 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.91 0.91 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.968 0.950 0.999 Satd. Flow(prot) 1626 3292 0 0 5136 1615 0 0 0 1579 3418 1615 Flt Permitted 0.414 0.630 0.950 0.999 Satd. Flow(perm) 709 2142 0 0 5136 1615 0 0 0 1579 3418 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 240 141 Link Speed(mph) 30 30 30 30 Link Distance(ft) 376 296 604 526 Travel Time(s) 8.5 6.7 13.7 12.0 Peak Hour Factor 0.85 0.54 1.00 1.00 0.74 0.88 1.00 1.00 1.00 0.87 0.85 0.69 Heavy Vehicles(%) 1% 3% 0% 0% 1% 0% 0% 0% 0% 4% 1% 0% Adj. Flow(vph) 536 141 0 0 414 336 0 0 0 94 385 16 Shared Lane Traffic(%) 50% 10% Lane Group Flow(vph) 268 409 0 0 414 336 0 0 0 85 394 16 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 20 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 1 1 2 1 Detector Template Left Thru Thru Right Left Thru Right Leading Detector(ft) 20 100 100 20 20 100 20 Trailing Detector(ft) 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 6 20 20 6 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 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 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 Detector 2 Size(ft) 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 Turn Type D.P+P NA NA Perm Perm NA Perm Protected Phases 5 56 6 816 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 6 Lanes, Volumes, Timings 4. 2026 Forecasted 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: PM Lane Group 01 02 04 08 012 016 Lane Configurations Traffic Volume(vph) Future Volume(vph) Ideal Flow(vphpl) Storage Length(ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow(prot) Flt Permitted Satd. Flow(perm) Right Turn on Red Satd. Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Adj. Flow(vph) Shared Lane Traffic(%) Lane Group Flow(vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector(ft) Trailing Detector(ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend(s) Detector 1 Queue(s) Detector 1 Delay(s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend(s) Turn Type Protected Phases 1 2 4 8 12 16 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 7 Lanes, Volumes, Timings 4. 2026 Forecasted 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: PM 3, -0. --X C *-- ",- %X -+\ Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Permitted Phases 6 6 816 816 Detector Phase 5 56 6 6 8 16 8 16 816 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 Minimum Split(s) 9.5 22.5 22.5 Total Split(s) 52.4 22.6 22.6 Total Split(%) 43.7% 18.8% 18.8% Maximum Green(s) 47.9 15.6 15.6 Yellow Time(s) 3.5 4.5 4.5 All-Red Time(s) 1.0 2.5 2.5 Lost Time Adjust(s) 0.0 0.0 0.0 Total Lost Time(s) 4.5 7.0 7.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 Recall Mode C-Max None None Walk Time(s) Flash Don't Walk(s) Pedestrian Calls(#/hr) Act Effct Green(s) 77.0 77.0 15.2 15.2 27.0 27.0 27.0 Actuated g/C Ratio 0.64 0.64 0.13 0.13 0.23 0.23 0.23 v/c Ratio 0.30 0.21 0.64 0.81 0.24 0.51 0.03 Control Delay(s/veh) 3.9 2.6 54.6 31.6 39.4 43.0 0.1 Queue Delay 0.4 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 4.3 2.6 54.6 31.6 39.4 43.0 0.1 LOS A A D C D D A Approach Delay(s/veh) 3.3 44.3 41.0 Approach LOS A D D Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18(15%), Referenced to phase 5:EBTL,Start of Green Natural Cycle: 110 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.98 Intersection Signal Delay(s/veh):29.0 Intersection LOS:C Intersection Capacity Utilization 51.4% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 102:SH 114 NB Frontage Road&W. Kirkwood Boulevard #101 #101 #101 #101 IV 02 i ' 04 i ' 012 Ir 01 22.6 s #102 1#102 #102 #102 N 016 05(R) IN 06 S08 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 8 Lanes, Volumes, Timings 4. 2026 Forecasted 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: PM Lane Group 01 02 04 08 012 016 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 9.5 22.5 22.5 22.5 22.5 22.5 Total Split(s) 22.6 52.4 22.5 22.5 22.5 22.5 Total Split(%) 19% 44% 19% 19% 19% 19% Maximum Green(s) 18.1 45.4 15.5 15.5 18.0 18.0 Yellow Time(s) 3.5 4.5 4.5 4.5 3.5 3.5 All-Red Time(s) 1.0 2.5 2.5 2.5 1.0 1.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lag Lead Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Walk Time(s) 7.0 7.0 Flash Don't Walk(s) 11.0 11.0 Pedestrian Calls(#/hr) 0 0 Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay(s/veh) Queue Delay Total Delay(s/veh) LOS Approach Delay(s/veh) Approach LOS Intersection Summary 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 9 HCM 7th Signalized Intersection Capacity Analysis 4. 2026 Forecasted 103: T W King Road East & W. Kirkwood Boulevard Timing (Plan: PM Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r *M 1 T r Traffic Volume(veh/h) 27 57 1 0 283 65 29 0 0 41 0 183 Future Volume(veh/h) 27 57 1 0 283 65 29 0 0 41 0 183 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q,veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Lanes Open During Work Zone Adj Sat Flow,veh/h/In 1841 1870 1900 1900 1885 1870 1900 1900 1900 1900 1900 1885 Adj Flow Rate,veh/h 54 85 4 0 325 77 32 0 0 49 0 251 Peak Hour Factor 0.50 0.67 0.25 1.00 0.87 0.84 0.91 1.00 1.00 0.83 1.00 0.73 Percent Heavy Veh,% 4 2 0 0 1 2 0 0 0 0 0 1 Opposing Right Turn Influence Yes Yes Yes Yes Cap,veh/h 390 1484 732 0 665 155 233 4 0 714 0 618 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Prop Arrive On Green 0.06 0.42 0.42 0.00 0.23 0.23 0.04 0.00 0.00 0.30 0.00 0.14 Unsig. Movement Delay Ln Grp Delay,s/veh 10.6 7.5 6.5 0.0 15.3 15.4 20.6 0.0 0.0 10.6 0.0 15.7 Ln Grp LOS B A A B B C B B Approach Vol,veh/h 143 402 32 300 Approach Delay,s/veh 8.7 15.3 20.6 14.8 Approach LOS A B C B Timer: 1 2 3 4 5 6 7 8 Assigned Phs 2 3 4 5 6 8 7 Case No 3.0 1.2 3.0 1.2 8.0 4.0 1.3 Phs Duration(G+Y+Rc),s 24.7 7.1 11.5 8.1 16.6 0.0 18.6 Change Period(Y+Rc),s *6.6 5.5 *5.5 5.7 6.6 6.1 5.5 Max Green(Gmax),s *55 11.5 *38 17.3 30.4 42.3 6.1 Max Allow Headway(MAH),s 5.2 3.8 4.1 3.8 5.3 0.0 3.8 Max Q Clear(g_c+I1),s 2.6 2.7 5.0 2.9 6.3 0.0 2.0 Green Ext Time(g_e),s 0.6 0.0 1.0 0.1 2.4 0.0 0.0 Prob of Phs Call(p-c) 1.00 0.32 1.00 0.48 1.00 0.00 0.44 Prob of Max Out(p_x) 0.00 0.00 0.00 0.00 0.00 0.00 0.67 Left-Turn Movement Data Assigned Mvmt 3 5 1 7 Mvmt Sat Flow,veh/h 1810 1753 0 1810 Through Movement Data Assigned Mvmt 2 4 6 8 Mvmt Sat Flow,veh/h 3554 0 2976 1900 Right-Turn Movement Data Assigned Mvmt 12 14 16 18 Mvmt Sat Flow,veh/h 1610 3195 673 0 Left Lane Group Data Assigned Mvmt 0 0 3 0 5 1 0 7 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 13 HCM 7th Signalized Intersection Capacity Analysis 4. 2026 Forecasted 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: PM Lane Assignment L(Pr/Pm) L(Pr/Pm) L(Pr/Pm) Lanes in Grp 0 0 1 0 1 0 0 1 Grp Vol(v),veh/h 0 0 32 0 54 0 0 49 Grp Sat Flow(s),veh/h/In 0 0 1810 0 1753 0 0 1810 Q Serve Time(g_s),s 0.0 0.0 0.7 0.0 0.9 0.0 0.0 0.0 Cycle Q Clear Time(g_c),s 0.0 0.0 0.7 0.0 0.9 0.0 0.0 0.0 Perm LT Sat Flow(s_I),veh/h/In 0 0 1147 0 967 0 0 1440 Shared LT Sat Flow(s_sh),veh/h/In 0 0 0 0 0 0 0 0 Perm LT Eff Green(g_p),s 0.0 0.0 0.1 0.0 12.0 0.0 0.0 0.1 Perm LT Serve Time(g_u),s 0.0 0.0 0.0 0.0 5.7 0.0 0.0 0.0 Perm LT Q Serve Time(g_ps),s 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.0 Time to First BIk(g_f),s 0.0 0.0 0.0 0.0 0.0 10.0 0.0 0.0 Serve Time pre BIk(g_fs),s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane(P_L) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 Lane Grp Cap(c),veh/h 0 0 233 0 390 0 0 714 V/C Ratio(X) 0.00 0.00 0.14 0.00 0.14 0.00 0.00 0.07 Avail Cap(c_a),veh/h 0 0 648 0 995 0 0 714 Upstream Filter(1) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 Uniform Delay(d1),s/veh 0.0 0.0 20.3 0.0 10.4 0.0 0.0 10.5 Incr Delay(d2),s/veh 0.0 0.0 0.3 0.0 0.2 0.0 0.0 0.0 Initial Q Delay(0),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay(d),s/veh 0.0 0.0 20.6 0.0 10.6 0.0 0.0 10.6 1st-Term Q(Q1),veh/In 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.3 2nd-Term Q(Q2),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q(Q3),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor(f_B%) 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 %ile Back of Q(50%),veh/In 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.3 %ile Storage Ratio(RQ%) 0.00 0.00 0.03 0.00 0.03 0.00 0.00 0.02 Initial Q(Qb),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual)Q(Qe),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay(ds),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q(Qs),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap(cs),veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time(tc),h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data Assigned Mvmt 0 2 0 4 0 6 8 0 Lane Assignment T T T Lanes in Grp 0 2 0 0 0 1 1 0 Grp Vol(v),veh/h 0 85 0 0 0 200 0 0 Grp Sat Flow(s),veh/h/In 0 1777 0 0 0 1791 1900 0 Q Serve Time(g_s),s 0.0 0.6 0.0 0.0 0.0 4.2 0.0 0.0 Cycle Q Clear Time(g_c),s 0.0 0.6 0.0 0.0 0.0 4.2 0.0 0.0 Lane Grp Cap(c),veh/h 0 1484 0 0 0 413 4 0 V/C Ratio(X) 0.00 0.06 0.00 0.00 0.00 0.48 0.00 0.00 Avail Cap(c_a),veh/h 0 4512 0 0 0 1259 1859 0 Upstream Filter(1) 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay(d1),s/veh 0.0 7.5 0.0 0.0 0.0 14.4 0.0 0.0 Incr Delay(d2),s/veh 0.0 0.0 0.0 0.0 0.0 0.9 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay(d),s/veh 0.0 7.5 0.0 0.0 0.0 15.3 0.0 0.0 1st-Term Q(Q1),veh/In 0.0 0.2 0.0 0.0 0.0 1.4 0.0 0.0 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 14 HCM 7th Signalized Intersection Capacity Analysis 4. 2026 Forecasted 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: PM 2nd-Term Q(Q2),veh/In 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 3rd-Term Q(Q3),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor(f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 %ile Back of Q(50%),veh/In 0.0 0.2 0.0 0.0 0.0 1.5 0.0 0.0 %ile Storage Ratio(RQ%) 0.00 0.04 0.00 0.00 0.00 0.10 0.00 0.00 Initial Q(Qb),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual)Q(Qe),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay(ds),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q(Qs),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap(cs),veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time(tc),h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data Assigned Mvmt 0 12 0 14 0 16 18 0 Lane Assignment R R T+R Lanes in Grp 0 1 0 2 0 1 0 0 Grp Vol(v),veh/h 0 4 0 251 0 202 0 0 Grp Sat Flow(s),veh/h/In 0 1610 0 1598 0 1764 0 0 Q Serve Time(g_s),s 0.0 0.1 0.0 3.0 0.0 4.3 0.0 0.0 Cycle Q Clear Time(g_c),s 0.0 0.1 0.0 3.0 0.0 4.3 0.0 0.0 Prot RT Sat Flow(s_R),veh/h/In 0.0 1610.2 0.0 1597.6 0.0 0.0 0.0 0.0 Prot RT Eff Green(g_R),s 0.0 1.6 0.0 2.4 0.0 0.0 0.0 0.0 Prop RT Outside Lane(P-R) 0.00 1.00 0.00 1.00 0.00 0.38 0.00 0.00 Lane Grp Cap(c),veh/h 0 732 0 618 0 407 0 0 V/C Ratio(X) 0.00 0.01 0.00 0.41 0.00 0.50 0.00 0.00 Avail Cap(c_a),veh/h 0 2104 0 2970 0 1240 0 0 Upstream Filter(1) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 Uniform Delay(d1),s/veh 0.0 6.4 0.0 15.3 0.0 14.4 0.0 0.0 Incr Delay(d2),s/veh 0.0 0.0 0.0 0.4 0.0 0.9 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay(d),s/veh 0.0 6.5 0.0 15.7 0.0 15.4 0.0 0.0 1st-Term Q(Q1),veh/In 0.0 0.0 0.0 0.9 0.0 1.4 0.0 0.0 2nd-Term Q(Q2),veh/In 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 3rd-Term Q(Q3),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor(f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 %ile Back of Q(50%),veh/In 0.0 0.0 0.0 1.0 0.0 1.6 0.0 0.0 %ile Storage Ratio(RQ%) 0.00 0.00 0.00 0.08 0.00 0.10 0.00 0.00 Initial Q(Qb),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual)Q(Qe),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay(ds),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q(Qs),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap(cs),veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time(tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 7th Control Delay,s/veh 14.3 HCM 7th LOS B Notes User approved volume balancing among the lanes for turning movement. *HCM 7th Edition computational engine requires equal clearance times for the phases crossing the barrier. 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 15 HCM 7th TWSC 4. 2026 Forecasted 201: W. Kirkwood Boulevard & Varispace Driveway Timing Plan: PM Intersection Int Delay,s/veh 2.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations ) ttt +Tti r Traffic Vol,veh/h 6 81 489 4 4 105 Future Vol,veh/h 6 81 489 4 4 105 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 70 - 0 0 Veh in Median Storage,# - 0 0 0 - Grade, % - 0 0 0 - Peak Hour Factor 63 59 95 33 33 61 Heavy Vehicles, % 0 2 1 0 0 0 Mvmt Flow 10 137 515 12 12 172 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 527 0 0 595 263 Stage 1 - - - 521 - Stage 2 - 74 - Critical Hdwy 5.3 5.7 7.1 Critical Hdwy Stg 1 - 6.6 - Critical Hdwy Stg 2 - 6 - Follow-up Hdwy 3.1 3.8 3.9 Pot Cap-1 Maneuver 665 497 631 Stage 1 - 474 - Stage 2 - 871 - Platoon blocked, % Mov Cap-1 Maneuver 665 490 631 Mov Cap-2 Maneuver - 490 - Stage 1 467 Stage 2 871 Approach EB WB SB HCM Ctrl DIy,s/v 0.68 0 12.81 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity(veh/h) 665 490 631 HCM Lane V/C Ratio 0.014 0.025 0.273 HCM Ctrl DIy(s/v) 10.5 12.5 12.8 HCM Lane LOS B B B HCM 95th%tile Q(veh) 0 0.1 1.1 04/17/2025 Synchro 12 Report Dunaway &Associates, LLC Page 17 2026 FORECASTED AND SITE AM Lanes, Volumes, Timings 5. 2026 Forecasted and Site 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing (Plan: AM --IN. 4\ t I 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ttt r 4t *TT Traffic Volume(vph) 0 189 137 139 501 0 0 0 0 280 173 205 Future Volume(vph) 0 193 137 139 504 0 0 0 0 290 173 205 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 100 0 0 0 0 0 0 0 Storage Lanes 1 1 1 0 0 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.91 1.00 0.91 0.91 1.00 1.00 1.00 1.00 0.91 0.91 0.95 Frt 0.850 0.936 Flt Protected 0.950 0.998 0.950 0.997 Satd. Flow(prot) 0 5187 1568 1610 3416 0 0 0 0 1626 3209 0 Flt Permitted 0.601 0.954 0.950 0.997 Satd. Flow(perm) 0 5187 1568 1019 3265 0 0 0 0 1626 3209 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 163 177 Link Speed(mph) 30 30 30 30 Link Distance(ft) 545 376 295 622 Travel Time(s) 12.4 8.5 6.7 14.1 Peak Hour Factor 1.00 0.83 0.84 0.68 0.94 1.00 1.00 1.00 1.00 0.79 0.52 0.75 Heavy Vehicles(%) 0% 0% 3% 2% 1% 0% 0% 0% 0% 1% 1% 0% Adj. Flow(vph) 0 233 163 204 536 0 0 0 0 367 333 273 Shared Lane Traffic(%) 10% 10% Lane Group Flow(vph) 0 233 163 184 556 0 0 0 0 330 643 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 20 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 2 1 1 2 1 2 Detector Template Thru Right Left Thru Left Thru Leading Detector(ft) 100 20 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Size(ft) 6 20 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 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 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 Detector 2 Size(ft) 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 Turn Type NA Perm D.P+P NA Perm NA Protected Phases 2 1 12 412 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 4 Lanes, Volumes, Timings 5. 2026 Forecasted and Site 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: AM Lane Group 04 05 06 08 012 016 Lane Configurations Traffic Volume(vph) Future Volume(vph) Ideal Flow(vphpl) Storage Length(ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow(prot) Flt Permitted Satd. Flow(perm) Right Turn on Red Satd. Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Adj. Flow(vph) Shared Lane Traffic(%) Lane Group Flow(vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector(ft) Trailing Detector(ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend(s) Detector 1 Queue(s) Detector 1 Delay(s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend(s) Turn Type Protected Phases 4 5 6 8 12 16 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 5 Lanes, Volumes, Timings 5. 2026 Forecasted and Site 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing (Plan: AM --IN. 4\ t /b. i 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 2 2 412 Detector Phase 2 2 1 12 4 12 4 12 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 Minimum Split(s) 22.5 22.5 9.5 Total Split(s) 32.0 32.0 30.5 Total Split(%) 26.7% 26.7% 25.4% Maximum Green(s) 25.0 25.0 26.0 Yellow Time(s) 4.5 4.5 3.5 All-Red Time(s) 2.5 2.5 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 Total Lost Time(s) 7.0 7.0 4.5 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 Recall Mode None None None Walk Time(s) Flash Don't Walk(s) Pedestrian Calls(#/hr) Act Effct Green(s) 20.4 20.4 49.6 49.6 54.4 54.4 Actuated g/C Ratio 0.17 0.17 0.41 0.41 0.45 0.45 v/c Ratio 0.26 0.41 0.33 0.40 0.45 0.41 Control Delay(s/veh) 44.6 9.8 5.4 5.0 25.3 16.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 44.6 9.8 5.4 5.0 25.3 16.6 LOS D A A A C B Approach Delay(s/veh) 30.3 5.1 19.6 Approach LOS C A B Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18(15%), Referenced to phase 5:EBTL,Start of Green Natural Cycle:90 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.49 Intersection Signal Delay(s/veh): 16.5 Intersection LOS: B Intersection Capacity Utilization 34.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 101:Solana Boulevard/W. Kirkwood Boulevard&SH 114 SB Frontage Road #101 #1I01 #101 #101 IV 02 i 04 i ' 012 � 01 #102 1#102 #102 #102 ® 016 05(R) 141 06 S08 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 6 Lanes, Volumes, Timings 5. 2026 Forecasted and Site 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: AM Lane Group 04 05 06 08 012 016 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 22.5 9.5 22.5 22.5 22.5 22.5 Total Split(s) 35.0 44.5 26.0 27.0 22.5 22.5 Total Split(%) 29% 37% 22% 23% 19% 19% Maximum Green(s) 28.0 40.0 19.0 20.0 18.0 18.0 Yellow Time(s) 4.5 3.5 4.5 4.5 3.5 3.5 All-Red Time(s) 2.5 1.0 2.5 2.5 1.0 1.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lag Lag Lead Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None None None None Walk Time(s) 7.0 7.0 Flash Don't Walk(s) 11.0 11.0 Pedestrian Calls(#/hr) 0 0 Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay(s/veh) Queue Delay Total Delay(s/veh) LOS Approach Delay(s/veh) Approach LOS Intersection Summary 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 7 Lanes, Volumes, Timings 5. 2026 Forecasted and Site 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: AM Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations *'t ttt r *It r Traffic Volume(vph) 224 272 0 0 212 21 0 0 0 391 117 107 Future Volume(vph) 224 286 0 0 212 21 0 0 0 394 123 107 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 0 0 145 0 0 0 138 0 Storage Lanes 1 0 1 1 0 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.91 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.91 0.91 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.987 0.950 0.972 Satd. Flow(prot) 1610 3395 0 0 5085 1615 0 0 0 1643 3291 1599 Flt Permitted 0.567 0.800 0.950 0.972 Satd. Flow(perm) 961 2752 0 0 5085 1615 0 0 0 1643 3291 1599 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 205 141 Link Speed(mph) 30 30 30 30 Link Distance(ft) 376 296 604 258 Travel Time(s) 8.5 6.7 13.7 5.9 Peak Hour Factor 0.71 0.86 1.00 1.00 0.73 0.66 1.00 1.00 1.00 0.92 0.78 0.88 Heavy Vehicles(%) 2% 0% 0% 0% 2% 0% 0% 0% 0% 0% 5% 1% Adj. Flow(vph) 315 333 0 0 290 32 0 0 0 428 158 122 Shared Lane Traffic(%) 39% 50% Lane Group Flow(vph) 192 456 0 0 290 32 0 0 0 214 372 122 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 20 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 1 1 2 1 Detector Template Left Thru Thru Right Left Thru Right Leading Detector(ft) 20 100 100 20 20 100 20 Trailing Detector(ft) 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 6 20 20 6 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 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 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 Detector 2 Size(ft) 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 Turn Type D.P+P NA NA Perm Perm NA Perm Protected Phases 5 56 6 816 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 10 Lanes, Volumes, Timings 5. 2026 Forecasted and Site 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: AM Lane Group 01 02 04 08 012 016 Lane Configurations Traffic Volume(vph) Future Volume(vph) Ideal Flow(vphpl) Storage Length(ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow(prot) Flt Permitted Satd. Flow(perm) Right Turn on Red Satd. Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Adj. Flow(vph) Shared Lane Traffic(%) Lane Group Flow(vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector(ft) Trailing Detector(ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend(s) Detector 1 Queue(s) Detector 1 Delay(s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend(s) Turn Type Protected Phases 1 2 4 8 12 16 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 11 Lanes, Volumes, Timings 5. 2026 Forecasted and Site 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: AM 3, -0. --X C *-- ",- \-. %X '\ ;� Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Permitted Phases 6 6 816 816 Detector Phase 5 56 6 6 8 16 8 16 816 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 Minimum Split(s) 9.5 22.5 22.5 Total Split(s) 44.5 26.0 26.0 Total Split(%) 37.1% 21.7% 21.7% Maximum Green(s) 40.0 19.0 19.0 Yellow Time(s) 3.5 4.5 4.5 All-Red Time(s) 1.0 2.5 2.5 Lost Time Adjust(s) 0.0 0.0 0.0 Total Lost Time(s) 4.5 7.0 7.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 Recall Mode C-Max None None Walk Time(s) Flash Don't Walk(s) Pedestrian Calls(#/hr) Act Effct Green(s) 72.1 72.1 14.8 14.8 31.9 31.9 31.9 Actuated g/C Ratio 0.60 0.60 0.12 0.12 0.27 0.27 0.27 v/c Ratio 0.22 0.23 0.46 0.08 0.49 0.43 0.23 Control Delay(s/veh) 3.5 3.2 50.7 0.4 40.4 37.3 4.6 Queue Delay 0.0 0.1 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 3.5 3.2 50.7 40.4 37.3 4.6 LOS A A D A D D A Approach Delay(s/veh) 3.3 45.7 32.6 Approach LOS A D C Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18(15%), Referenced to phase 5:EBTL,Start of Green Natural Cycle:90 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.49 Intersection Signal Delay(s/veh):23.8 Intersection LOS:C Intersection Capacity Utilization 34.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 102:SH 114 NB Frontage Road&W. Kirkwood Boulevard #101 #101 #101 #101 IV 02 1 04 1_4 012 � 01 #102 1#102 #102 #102 ® 016 05(R) 141 06 S08 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 12 Lanes, Volumes, Timings 5. 2026 Forecasted and Site 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: AM Lane Group 01 02 04 08 012 016 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 9.5 22.5 22.5 22.5 22.5 22.5 Total Split(s) 30.5 32.0 35.0 27.0 22.5 22.5 Total Split(%) 25% 27% 29% 23% 19% 19% Maximum Green(s) 26.0 25.0 28.0 20.0 18.0 18.0 Yellow Time(s) 3.5 4.5 4.5 4.5 3.5 3.5 All-Red Time(s) 1.0 2.5 2.5 2.5 1.0 1.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lag Lead Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Walk Time(s) 7.0 7.0 Flash Don't Walk(s) 11.0 11.0 Pedestrian Calls(#/hr) 0 0 Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay(s/veh) Queue Delay Total Delay(s/veh) LOS Approach Delay(s/veh) Approach LOS Intersection Summary 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 13 HCM 7th Signalized Intersection Capacity Analysis 5. 2026 Forecasted and Site 103: T W King Road East & W. Kirkwood Boulevard Timing (Plan: AM --Ip. ---* -4- t i 4/ Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r *M 1 T r Traffic Volume(veh/h) 64 180 42 0 51 35 1 0 0 76 3 177 Future Volume(veh/h) 64 182 42 0 53 35 1 0 0 76 3 177 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q,veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Lanes Open During Work Zone Adj Sat Flow,veh/h/In 1870 1900 1900 1900 1870 1811 1900 1900 1900 1856 1900 1870 Adj Flow Rate,veh/h 89 228 62 0 80 45 4 0 0 110 0 254 Peak Hour Factor 0.72 0.80 0.68 1.00 0.66 0.77 0.25 1.00 1.00 0.69 0.38 0.71 Percent Heavy Veh,% 2 0 0 0 2 6 0 0 0 3 0 2 Opposing Right Turn Influence Yes Yes Yes Yes Cap,veh/h 561 1598 722 0 524 275 179 4 0 652 0 684 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Prop Arrive On Green 0.08 0.44 0.44 0.00 0.23 0.23 0.01 0.00 0.00 0.27 0.00 0.14 Unsig. Movement Delay Ln Grp Delay,s/veh 9.6 7.1 6.8 0.0 13.2 13.3 21.1 0.0 0.0 11.4 0.0 14.6 Ln Grp LOS A A A B B C B B Approach Vol,veh/h 379 125 4 364 Approach Delay,s/veh 7.6 13.2 21.1 13.6 Approach LOS A B C B Timer: 1 2 3 4 5 6 7 8 Assigned Phs 2 3 4 5 6 8 7 Case No 3.0 1.2 3.0 1.2 8.0 4.0 1.3 Phs Duration(G+Y+Rc),s 25.5 5.7 11.4 9.0 16.5 0.0 17.2 Change Period(Y+Rc),s *6.6 5.5 *5.5 5.7 6.6 6.1 5.5 Max Green(Gmax),s *55 11.5 *38 17.3 30.4 42.3 6.1 Max Allow Headway(MAH),s 5.0 3.8 4.1 3.8 5.4 0.0 3.8 Max Q Clear(g_c+I1),s 3.6 2.1 4.9 3.4 3.3 0.0 2.0 Green Ext Time(g_e),s 1.8 0.0 1.0 0.2 0.7 0.0 0.1 Prob of Phs Call(p-c) 1.00 0.05 1.00 0.65 0.99 0.00 0.73 Prob of Max Out(p_x) 0.00 0.00 0.00 0.00 0.00 0.00 0.75 Left-Turn Movement Data Assigned Mvmt 3 5 1 7 Mvmt Sat Flow,veh/h 1810 1781 0 1767 Through Movement Data Assigned Mvmt 2 4 6 8 Mvmt Sat Flow,veh/h 3610 0 2347 1900 Right-Turn Movement Data Assigned Mvmt 12 14 16 18 Mvmt Sat Flow,veh/h 1610 3170 1181 0 Left Lane Group Data Assigned Mvmt 0 0 3 0 5 1 0 7 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 19 HCM 7th Signalized Intersection Capacity Analysis 5. 2026 Forecasted and Site 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: AM Lane Assignment L(Pr/Pm) L(Pr/Pm) L(Pr/Pm) Lanes in Grp 0 0 1 0 1 0 0 1 Grp Vol(v),veh/h 0 0 4 0 89 0 0 110 Grp Sat Flow(s),veh/h/In 0 0 1810 0 1781 0 0 1767 Q Serve Time(g_s),s 0.0 0.0 0.1 0.0 1.4 0.0 0.0 0.0 Cycle Q Clear Time(g_c),s 0.0 0.0 0.1 0.0 1.4 0.0 0.0 0.0 Perm LT Sat Flow(s_I),veh/h/In 0 0 1143 0 1266 0 0 1406 Shared LT Sat Flow(s_sh),veh/h/In 0 0 0 0 0 0 0 0 Perm LT Eff Green(g_p),s 0.0 0.0 0.1 0.0 11.9 0.0 0.0 0.1 Perm LT Serve Time(g_u),s 0.0 0.0 0.0 0.0 8.6 0.0 0.0 0.0 Perm LT Q Serve Time(g_ps),s 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.0 Time to First BIk(g_f),s 0.0 0.0 0.0 0.0 0.0 9.9 0.0 0.0 Serve Time pre BIk(g_fs),s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane(P_L) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 Lane Grp Cap(c),veh/h 0 0 179 0 561 0 0 652 V/C Ratio(X) 0.00 0.00 0.02 0.00 0.16 0.00 0.00 0.17 Avail Cap(c_a),veh/h 0 0 657 0 1147 0 0 652 Upstream Filter(1) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 Uniform Delay(d1),s/veh 0.0 0.0 21.0 0.0 9.4 0.0 0.0 11.3 Incr Delay(d2),s/veh 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 Initial Q Delay(0),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay(d),s/veh 0.0 0.0 21.1 0.0 9.6 0.0 0.0 11.4 1st-Term Q(Q1),veh/In 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.6 2nd-Term Q(Q2),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q(Q3),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor(f_B%) 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 %ile Back of Q(50%),veh/In 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.7 %ile Storage Ratio(RQ%) 0.00 0.00 0.00 0.00 0.05 0.00 0.00 0.06 Initial Q(Qb),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual)Q(Qe),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay(ds),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q(Qs),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap(cs),veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time(tc),h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data Assigned Mvmt 0 2 0 4 0 6 8 0 Lane Assignment T T T Lanes in Grp 0 2 0 0 0 1 1 0 Grp Vol(v),veh/h 0 228 0 0 0 62 0 0 Grp Sat Flow(s),veh/h/In 0 1805 0 0 0 1777 1900 0 Q Serve Time(g_s),s 0.0 1.6 0.0 0.0 0.0 1.2 0.0 0.0 Cycle Q Clear Time(g_c),s 0.0 1.6 0.0 0.0 0.0 1.2 0.0 0.0 Lane Grp Cap(c),veh/h 0 1598 0 0 0 414 4 0 V/C Ratio(X) 0.00 0.14 0.00 0.00 0.00 0.15 0.00 0.00 Avail Cap(c_a),veh/h 0 4646 0 0 0 1266 1884 0 Upstream Filter(1) 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay(d1),s/veh 0.0 7.1 0.0 0.0 0.0 13.0 0.0 0.0 Incr Delay(d2),s/veh 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay(d),s/veh 0.0 7.1 0.0 0.0 0.0 13.2 0.0 0.0 1st-Term Q(Q1),veh/In 0.0 0.5 0.0 0.0 0.0 0.4 0.0 0.0 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 20 HCM 7th Signalized Intersection Capacity Analysis 5. 2026 Forecasted and Site 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: AM 2nd-Term Q(Q2),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q(Q3),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor(f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 %ile Back of Q(50%),veh/In 0.0 0.5 0.0 0.0 0.0 0.4 0.0 0.0 %ile Storage Ratio(RQ%) 0.00 0.09 0.00 0.00 0.00 0.03 0.00 0.00 Initial Q(Qb),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual)Q(Qe),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay(ds),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q(Qs),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap(cs),veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time(tc),h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data Assigned Mvmt 0 12 0 14 0 16 18 0 Lane Assignment R R T+R Lanes in Grp 0 1 0 2 0 1 0 0 Grp Vol(v),veh/h 0 62 0 254 0 63 0 0 Grp Sat Flow(s),veh/h/In 0 1610 0 1585 0 1658 0 0 Q Serve Time(g_s),s 0.0 0.9 0.0 2.9 0.0 1.3 0.0 0.0 Cycle Q Clear Time(g_c),s 0.0 0.9 0.0 2.9 0.0 1.3 0.0 0.0 Prot RT Sat Flow(s_R),veh/h/In 0.0 1610.2 0.0 1585.1 0.0 0.0 0.0 0.0 Prot RT Eff Green(g_R),s 0.0 0.2 0.0 3.3 0.0 0.0 0.0 0.0 Prop RT Outside Lane(P-R) 0.00 1.00 0.00 1.00 0.00 0.71 0.00 0.00 Lane Grp Cap(c),veh/h 0 722 0 684 0 386 0 0 V/C Ratio(X) 0.00 0.09 0.00 0.37 0.00 0.16 0.00 0.00 Avail Cap(c_a),veh/h 0 2081 0 3051 0 1181 0 0 Upstream Filter(1) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 Uniform Delay(d1),s/veh 0.0 6.8 0.0 14.3 0.0 13.1 0.0 0.0 Incr Delay(d2),s/veh 0.0 0.1 0.0 0.3 0.0 0.2 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay(d),s/veh 0.0 6.8 0.0 14.6 0.0 13.3 0.0 0.0 1st-Term Q(Q1),veh/In 0.0 0.2 0.0 0.9 0.0 0.4 0.0 0.0 2nd-Term Q(Q2),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q(Q3),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor(f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 %ile Back of Q(50%),veh/In 0.0 0.2 0.0 0.9 0.0 0.4 0.0 0.0 %ile Storage Ratio(RQ%) 0.00 0.05 0.00 0.08 0.00 0.03 0.00 0.00 Initial Q(Qb),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual)Q(Qe),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay(ds),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q(Qs),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap(cs),veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time(tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 7th Control Delay,s/veh 11.0 HCM 7th LOS B Notes User approved volume balancing among the lanes for turning movement. *HCM 7th Edition computational engine requires equal clearance times for the phases crossing the barrier. 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 21 HCM 7th TWSC 5. 2026 Forecasted and Site 201: W. Kirkwood Boulevard & Varispace Driveway Timing Plan: AM Intersection Int Delay,s/veh 1.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations ) ttt +Tti r Traffic Vol,veh/h 89 288 221 7 0 9 Future Vol,veh/h 89 296 221 7 0 9 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 70 - 0 0 Veh in Median Storage,# - 0 0 0 - Grade, % - 0 0 0 - Peak Hour Factor 67 81 70 88 100 56 Heavy Vehicles, % 0 0 2 0 0 0 Mvmt Flow 133 365 316 8 0 16 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 324 0 0 736 162 Stage 1 - - - 324 - Stage 2 - 412 - Critical Hdwy 5.3 5.7 7.1 Critical Hdwy Stg 1 - 6.6 - Critical Hdwy Stg 2 - 6 - Follow-up Hdwy 3.1 3.8 3.9 Pot Cap-1 Maneuver 826 425 731 Stage 1 - 618 - Stage 2 - 588 - Platoon blocked, % Mov Cap-1 Maneuver 826 356 731 Mov Cap-2 Maneuver - 356 - Stage 1 519 Stage 2 587 Approach EB WB SIB HCM Ctrl DIy,s/v 2.72 0.07 10.03 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity(veh/h) 826 731 HCM Lane V/C Ratio 0.161 0.022 HCM Ctrl DIy(s/v) 10.2 0 0 10 HCM Lane LOS B A A B HCM 95th%tile Q(veh) 0.6 0.1 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 23 HCM 7th TWSC 5. 2026 Forecasted and Site 901: SH 114 NB Frontage Road & Driveway 1 Timing Plan: AM Intersection Int Delay,s/veh 0.3 Movement WBL WBR SEL SET NWT NWR Lane Configurations r ttT Traffic Vol,veh/h 0 0 0 0 658 0 Future Vol,veh/h 0 19 0 0 658 17 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized None None None Storage Length 0 - Veh in Median Storage,# 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 21 0 0 715 18 Major/Minor Minor2 Major2 Conflicting Flow All 367 0 Stage 1 - - Stage 2 - Critical Hdwy 7.14 Critical Hdwy Stg 1 - Critical Hdwy Stg 2 Follow-up Hdwy - 3.92 Pot Cap-1 Maneuver 0 538 Stage 1 0 - Stage 2 0 - Platoon blocked, % Mov Cap-1 Maneuver - 538 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach WB NW HCM Ctrl DIy,s/v 11.96 0 HCM LOS B Minor Lane/Major Mvmt NWT NWRWBLn1 Capacity(veh/h) 538 HCM Lane V/C Ratio 0.038 HCM Ctrl DIy(s/v) 12 HCM Lane LOS B HCM 95th%tile Q(veh) 0.1 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 25 HCM 7th TWSC 5. 2026 Forecasted and Site 902: Driveway 2 & W. Kirkwood Boulevard Timing Plan: AM Intersection Int Delay,s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations tti� ttt r Traffic Vol,veh/h 379 0 0 230 0 0 Future Vol,veh/h 386 7 0 230 0 1 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None None None Storage Length - 0 Veh in Median Storage,# 0 0 0 - Grade, % 0 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 420 8 0 250 0 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 214 Stage 1 - - - Stage 2 - Critical Hdwy 7.14 Critical Hdwy Stg 1 - Critical Hdwy Stg 2 - Follow-up Hdwy 3.92 Pot Cap-1 Maneuver 0 0 674 Stage 1 0 0 - Stage 2 0 0 - Platoon blocked, % Mov Cap-1 Maneuver - - 674 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach EB WB NB HCM Ctrl DIy,s/v 0 0 10.35 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity(veh/h) 674 HCM Lane V/C Ratio 0.002 HCM Ctrl DIy(s/v) 10.4 HCM Lane LOS B HCM 95th%tile Q(veh) 0 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 27 HCM 7th TWSC 5. 2026 Forecasted and Site 903: Driveway 3 & W. Kirkwood Boulevard Timing Plan: AM Intersection Int Delay,s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations tti� ttt r Traffic Vol,veh/h 288 0 0 228 0 0 Future Vol,veh/h 289 9 0 230 0 1 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None None None Storage Length - 0 Veh in Median Storage,# 0 0 0 - Grade, % 0 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 314 10 0 250 0 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 162 Stage 1 - - - Stage 2 - Critical Hdwy 7.14 Critical Hdwy Stg 1 - Critical Hdwy Stg 2 - Follow-up Hdwy 3.92 Pot Cap-1 Maneuver 0 0 727 Stage 1 0 0 - Stage 2 0 0 - Platoon blocked, % Mov Cap-1 Maneuver - - 727 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach EB WB NB HCM Ctrl DIy,s/v 0 0 9.96 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity(veh/h) 727 HCM Lane V/C Ratio 0.001 HCM Ctrl DIy(s/v) 10 HCM Lane LOS A HCM 95th%tile Q(veh) 0 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 29 2026 FORECASTED AND SITE PM Lanes, Volumes, Timings 6. 2026 Forecasted and Site 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing (Plan: PM --IN. 4\ t I 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ttt r 0 *TT Traffic Volume(vph) 0 294 516 227 165 0 0 0 0 210 94 91 Future Volume(vph) 0 310 516 227 176 0 0 0 0 240 94 91 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 100 0 0 0 0 0 0 0 Storage Lanes 1 1 1 0 0 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 0.91 1.00 0.91 0.91 1.00 1.00 1.00 1.00 0.91 0.91 0.95 Frt 0.850 0.951 Flt Protected 0.950 0.978 0.950 0.988 Satd. Flow(prot) 0 5136 1615 1610 3334 0 0 0 0 1626 3203 0 Flt Permitted 0.509 0.658 0.950 0.988 Satd. Flow(perm) 0 5136 1615 863 2243 0 0 0 0 1626 3203 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 496 65 Link Speed(mph) 30 30 30 30 Link Distance(ft) 545 376 295 622 Travel Time(s) 12.4 8.5 6.7 14.1 Peak Hour Factor 1.00 0.78 0.57 0.68 0.87 1.00 1.00 1.00 1.00 0.84 0.57 0.73 Heavy Vehicles(%) 0% 1% 0% 2% 1% 0% 0% 0% 0% 1% 2% 1% Adj. Flow(vph) 0 397 905 334 202 0 0 0 0 286 165 125 Shared Lane Traffic(%) 50% 32% Lane Group Flow(vph) 0 397 905 167 369 0 0 0 0 194 382 0 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 20 12 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 2 1 1 2 1 2 Detector Template Thru Right Left Thru Left Thru Leading Detector(ft) 100 20 20 100 20 100 Trailing Detector(ft) 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 Detector 1 Size(ft) 6 20 20 6 20 6 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 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 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 Detector 2 Size(ft) 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 Turn Type NA Perm D.P+P NA Perm NA Protected Phases 2 1 12 412 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 4 Lanes, Volumes, Timings 6. 2026 Forecasted and Site 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: PM Lane Group 04 05 06 08 012 016 Lane Configurations Traffic Volume(vph) Future Volume(vph) Ideal Flow(vphpl) Storage Length(ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow(prot) Flt Permitted Satd. Flow(perm) Right Turn on Red Satd. Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Adj. Flow(vph) Shared Lane Traffic(%) Lane Group Flow(vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector(ft) Trailing Detector(ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend(s) Detector 1 Queue(s) Detector 1 Delay(s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend(s) Turn Type Protected Phases 4 5 6 8 12 16 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 5 Lanes, Volumes, Timings 6. 2026 Forecasted and Site 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing (Plan: PM --IN. 4\ t i 4/ Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Permitted Phases 2 2 412 Detector Phase 2 2 1 12 4 12 412 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 Minimum Split(s) 22.5 22.5 9.5 Total Split(s) 52.4 52.4 22.6 Total Split(%) 43.7% 43.7% 18.8% Maximum Green(s) 45.4 45.4 18.1 Yellow Time(s) 4.5 4.5 3.5 All-Red Time(s) 2.5 2.5 1.0 Lost Time Adjust(s) 0.0 0.0 0.0 Total Lost Time(s) 7.0 7.0 4.5 Lead/Lag Lead Lead Lag Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 Recall Mode None None None Walk Time(s) Flash Don't Walk(s) Pedestrian Calls(#/hr) Act Effct Green(s) 45.9 45.9 75.4 75.4 28.6 28.6 Actuated g/C Ratio 0.38 0.38 0.63 0.63 0.24 0.24 v/c Ratio 0.20 0.98 0.24 0.22 0.50 0.47 Control Delay(s/veh) 25.3 42.4 5.4 4.9 44.1 33.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 25.3 42.4 5.4 4.9 44.1 33.9 LOS C D A A D C Approach Delay(s/veh) 37.2 5.0 37.3 Approach LOS D A D Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18(15%), Referenced to phase 5:EBTL,Start of Green Natural Cycle: 110 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.98 Intersection Signal Delay(s/veh):30.1 Intersection LOS:C Intersection Capacity Utilization 51.4% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 101:Solana Boulevard/W. Kirkwood Boulevard&SH 114 SB Frontage Road #101 #101 #101 #101 IV 02 i ' 04 i ' 012 Ir 01 22.6 s ' #102 1#102 #102 #102 N 016 05(R) IN 06 S08 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 6 Lanes, Volumes, Timings 6. 2026 Forecasted and Site 101: Solana Boulevard/W. Kirkwood Boulevard & SH 114 SB Frontage Road Timing Plan: PM Lane Group 04 05 06 08 012 016 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 22.5 9.5 22.5 22.5 22.5 22.5 Total Split(s) 22.5 52.4 22.6 22.5 22.5 22.5 Total Split(%) 19% 44% 19% 19% 19% 19% Maximum Green(s) 15.5 47.9 15.6 15.5 18.0 18.0 Yellow Time(s) 4.5 3.5 4.5 4.5 3.5 3.5 All-Red Time(s) 2.5 1.0 2.5 2.5 1.0 1.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lag Lag Lead Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None C-Max None None None None Walk Time(s) 7.0 7.0 Flash Don't Walk(s) 11.0 11.0 Pedestrian Calls(#/hr) 0 0 Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay(s/veh) Queue Delay Total Delay(s/veh) LOS Approach Delay(s/veh) Approach LOS Intersection Summary 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 7 Lanes, Volumes, Timings 6. 2026 Forecasted and Site 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: PM Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations *'t ttt r *Tt r Traffic Volume(vph) 456 76 0 0 306 296 0 0 0 82 327 11 Future Volume(vph) 456 122 0 0 306 296 0 0 0 93 350 11 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Storage Length(ft) 0 0 145 0 0 0 138 0 Storage Lanes 1 0 1 1 0 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.91 0.91 1.00 1.00 0.91 1.00 1.00 1.00 1.00 0.91 0.91 1.00 Frt 0.850 0.850 Flt Protected 0.950 0.974 0.950 0.999 Satd. Flow(prot) 1626 3305 0 0 5187 1599 0 0 0 1579 3418 1615 Flt Permitted 0.415 0.612 0.950 0.999 Satd. Flow(perm) 710 2077 0 0 5187 1599 0 0 0 1579 3418 1615 Right Turn on Red Yes Yes Yes Yes Satd. Flow(RTOR) 228 141 Link Speed(mph) 30 30 30 30 Link Distance(ft) 376 296 604 258 Travel Time(s) 8.5 6.7 13.7 5.9 Peak Hour Factor 0.85 0.54 1.00 1.00 0.74 0.88 1.00 1.00 1.00 0.87 0.85 0.69 Heavy Vehicles(%) 1% 3% 0% 0% 0% 1% 0% 0% 0% 4% 1% 0% Adj. Flow(vph) 536 226 0 0 414 336 0 0 0 107 412 16 Shared Lane Traffic(%) 50% 10% Lane Group Flow(vph) 268 494 0 0 414 336 0 0 0 96 423 16 Enter Blocked Intersection No No No No No No No No No No No No Lane Alignment Left Left Right Left Left Right Left Left Right Left Left Right Median Width(ft) 12 20 12 12 Link Offset(ft) 0 0 0 0 Crosswalk Width(ft) 16 16 16 16 Two way Left 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 Turning Speed (mph) 15 9 15 9 15 9 15 9 Number of Detectors 1 2 2 1 1 2 1 Detector Template Left Thru Thru Right Left Thru Right Leading Detector(ft) 20 100 100 20 20 100 20 Trailing Detector(ft) 0 0 0 0 0 0 0 Detector 1 Position(ft) 0 0 0 0 0 0 0 Detector 1 Size(ft) 20 6 6 20 20 6 20 Detector 1 Type CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex CI+Ex Detector 1 Channel Detector 1 Extend(s) 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 Detector 1 Delay(s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector 2 Position(ft) 94 94 94 Detector 2 Size(ft) 6 6 6 Detector 2 Type CI+Ex CI+Ex CI+Ex Detector 2 Channel Detector 2 Extend(s) 0.0 0.0 0.0 Turn Type D.P+P NA NA Perm Perm NA Perm Protected Phases 5 56 6 816 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 9 Lanes, Volumes, Timings 6. 2026 Forecasted and Site 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: PM Lane Group 01 02 04 08 012 016 Lane Configurations Traffic Volume(vph) Future Volume(vph) Ideal Flow(vphpl) Storage Length(ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow(prot) Flt Permitted Satd. Flow(perm) Right Turn on Red Satd. Flow(RTOR) Link Speed(mph) Link Distance(ft) Travel Time(s) Peak Hour Factor Heavy Vehicles(%) Adj. Flow(vph) Shared Lane Traffic(%) Lane Group Flow(vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector(ft) Trailing Detector(ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend(s) Detector 1 Queue(s) Detector 1 Delay(s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend(s) Turn Type Protected Phases 1 2 4 8 12 16 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 10 Lanes, Volumes, Timings 6. 2026 Forecasted and Site 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: PM 3, -0. --X C *-- "L-- \-* Lane Group EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Permitted Phases 6 6 816 816 Detector Phase 5 56 6 6 816 816 816 Switch Phase Minimum Initial(s) 5.0 5.0 5.0 Minimum Split(s) 9.5 22.5 22.5 Total Split(s) 52.4 22.6 22.6 Total Split(%) 43.7% 18.8% 18.8% Maximum Green(s) 47.9 15.6 15.6 Yellow Time(s) 3.5 4.5 4.5 All-Red Time(s) 1.0 2.5 2.5 Lost Time Adjust(s) 0.0 0.0 0.0 Total Lost Time(s) 4.5 7.0 7.0 Lead/Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 Recall Mode C-Max None None Walk Time(s) Flash Don't Walk(s) Pedestrian Calls(#/hr) Act Effct Green(s) 76.2 76.2 15.4 15.4 27.8 27.8 27.8 Actuated g/C Ratio 0.64 0.64 0.13 0.13 0.23 0.23 0.23 v/c Ratio 0.30 0.26 0.62 0.83 0.26 0.53 0.03 Control Delay(s/veh) 4.6 3.5 54.1 35.3 39.0 42.8 0.1 Queue Delay 0.4 0.1 0.0 0.0 0.0 0.0 0.0 Total Delay(s/veh) 5.0 3.7 54.1 35.3 39.0 42.8 0.1 LOS A A D D D D A Approach Delay(s/veh) 4.1 45.7 40.8 Approach LOS A D D Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 18(15%), Referenced to phase 5:EBTL,Start of Green Natural Cycle: 110 Control Type:Actuated-Coordinated Maximum v/c Ratio:0.98 Intersection Signal Delay(s/veh):28.9 Intersection LOS:C Intersection Capacity Utilization 51.4% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 102:SH 114 NB Frontage Road&W. Kirkwood Boulevard #101 #101 #101 #101 IV 02 i ' 04 i ' 012 Ir 01 22.6 s ' #102 1#102 #102 #102 N 016 05(R) IN 06 S08 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 11 Lanes, Volumes, Timings 6. 2026 Forecasted and Site 102: SH 114 NB Frontage Road & W. Kirkwood Boulevard Timing Plan: PM Lane Group 01 02 04 08 012 016 Permitted Phases Detector Phase Switch Phase Minimum Initial(s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split(s) 9.5 22.5 22.5 22.5 22.5 22.5 Total Split(s) 22.6 52.4 22.5 22.5 22.5 22.5 Total Split(%) 19% 44% 19% 19% 19% 19% Maximum Green(s) 18.1 45.4 15.5 15.5 18.0 18.0 Yellow Time(s) 3.5 4.5 4.5 4.5 3.5 3.5 All-Red Time(s) 1.0 2.5 2.5 2.5 1.0 1.0 Lost Time Adjust(s) Total Lost Time(s) Lead/Lag Lag Lead Lag Lag Lead Lead Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Vehicle Extension(s) 3.0 3.0 3.0 3.0 3.0 3.0 Recall Mode None None None None None None Walk Time(s) 7.0 7.0 Flash Don't Walk(s) 11.0 11.0 Pedestrian Calls(#/hr) 0 0 Act Effct Green(s) Actuated g/C Ratio v/c Ratio Control Delay(s/veh) Queue Delay Total Delay(s/veh) LOS Approach Delay(s/veh) Approach LOS Intersection Summary 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 12 HCM 7th Signalized Intersection Capacity Analysis 6. 2026 Forecasted and Site 103: T W King Road East & W. Kirkwood Boulevard Timing (Plan: PM --I. ---* -4- t i 4/ Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tt r *M 1 T r Traffic Volume(veh/h) 27 57 1 0 283 65 29 0 0 41 0 183 Future Volume(veh/h) 27 61 1 0 288 65 29 0 0 41 0 183 Number 5 2 12 1 6 16 3 8 18 7 4 14 Initial Q,veh 0 0 0 0 0 0 0 0 0 0 0 0 Lane Width Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Lanes Open During Work Zone Adj Sat Flow,veh/h/In 1841 1870 1900 1900 1885 1870 1900 1900 1900 1900 1900 1885 Adj Flow Rate,veh/h 54 91 4 0 331 77 32 0 0 49 0 251 Peak Hour Factor 0.50 0.67 0.25 1.00 0.87 0.84 0.91 1.00 1.00 0.83 1.00 0.73 Percent Heavy Veh,% 4 2 0 0 1 2 0 0 0 0 0 1 Opposing Right Turn Influence Yes Yes Yes Yes Cap,veh/h 388 1484 732 0 667 153 233 4 0 714 0 618 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Prop Arrive On Green 0.06 0.42 0.42 0.00 0.23 0.23 0.04 0.00 0.00 0.30 0.00 0.14 Unsig. Movement Delay Ln Grp Delay,s/veh 10.6 7.5 6.4 0.0 15.3 15.4 20.6 0.0 0.0 10.6 0.0 15.7 Ln Grp LOS B A A B B C B B Approach Vol,veh/h 149 408 32 300 Approach Delay,s/veh 8.6 15.4 20.6 14.9 Approach LOS A B C B Timer: 1 2 3 4 5 6 7 8 Assigned Phs 2 3 4 5 6 8 7 Case No 3.0 1.2 3.0 1.2 8.0 4.0 1.3 Phs Duration(G+Y+Rc),s 24.7 7.1 11.5 8.1 16.6 0.0 18.6 Change Period(Y+Rc),s *6.6 5.5 *5.5 5.7 6.6 6.1 5.5 Max Green(Gmax),s *55 11.5 *38 17.3 30.4 42.3 6.1 Max Allow Headway(MAH),s 5.2 3.8 4.1 3.8 5.3 0.0 3.8 Max Q Clear(g_c+I1),s 2.7 2.7 5.0 2.9 6.4 0.0 2.0 Green Ext Time(g_e),s 0.6 0.0 1.0 0.1 2.5 0.0 0.0 Prob of Phs Call(p-c) 1.00 0.32 1.00 0.48 1.00 0.00 0.44 Prob of Max Out(p_x) 0.00 0.00 0.00 0.00 0.00 0.00 0.67 Left-Turn Movement Data Assigned Mvmt 3 5 1 7 Mvmt Sat Flow,veh/h 1810 1753 0 1810 Through Movement Data Assigned Mvmt 2 4 6 8 Mvmt Sat Flow,veh/h 3554 0 2987 1900 Right-Turn Movement Data Assigned Mvmt 12 14 16 18 Mvmt Sat Flow,veh/h 1610 3195 664 0 Left Lane Group Data Assigned Mvmt 0 0 3 0 5 1 0 7 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 16 HCM 7th Signalized Intersection Capacity Analysis 6. 2026 Forecasted and Site 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: PM Lane Assignment L(Pr/Pm) L(Pr/Pm) L(Pr/Pm) Lanes in Grp 0 0 1 0 1 0 0 1 Grp Vol(v),veh/h 0 0 32 0 54 0 0 49 Grp Sat Flow(s),veh/h/In 0 0 1810 0 1753 0 0 1810 Q Serve Time(g_s),s 0.0 0.0 0.7 0.0 0.9 0.0 0.0 0.0 Cycle Q Clear Time(g_c),s 0.0 0.0 0.7 0.0 0.9 0.0 0.0 0.0 Perm LT Sat Flow(s_I),veh/h/In 0 0 1147 0 962 0 0 1440 Shared LT Sat Flow(s_sh),veh/h/In 0 0 0 0 0 0 0 0 Perm LT Eff Green(g_p),s 0.0 0.0 0.1 0.0 12.0 0.0 0.0 0.1 Perm LT Serve Time(g_u),s 0.0 0.0 0.0 0.0 5.6 0.0 0.0 0.0 Perm LT Q Serve Time(g_ps),s 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.0 Time to First BIk(g_f),s 0.0 0.0 0.0 0.0 0.0 10.0 0.0 0.0 Serve Time pre BIk(g_fs),s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop LT Inside Lane(P_L) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 Lane Grp Cap(c),veh/h 0 0 233 0 388 0 0 714 V/C Ratio(X) 0.00 0.00 0.14 0.00 0.14 0.00 0.00 0.07 Avail Cap(c_a),veh/h 0 0 648 0 993 0 0 714 Upstream Filter(1) 0.00 0.00 1.00 0.00 1.00 0.00 0.00 1.00 Uniform Delay(d1),s/veh 0.0 0.0 20.3 0.0 10.4 0.0 0.0 10.5 Incr Delay(d2),s/veh 0.0 0.0 0.3 0.0 0.2 0.0 0.0 0.0 Initial Q Delay(0),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay(d),s/veh 0.0 0.0 20.6 0.0 10.6 0.0 0.0 10.6 1st-Term Q(Q1),veh/In 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.3 2nd-Term Q(Q2),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3rd-Term Q(Q3),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor(f_B%) 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 %ile Back of Q(50%),veh/In 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.3 %ile Storage Ratio(RQ%) 0.00 0.00 0.03 0.00 0.03 0.00 0.00 0.02 Initial Q(Qb),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual)Q(Qe),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay(ds),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q(Qs),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap(cs),veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time(tc),h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Middle Lane Group Data Assigned Mvmt 0 2 0 4 0 6 8 0 Lane Assignment T T T Lanes in Grp 0 2 0 0 0 1 1 0 Grp Vol(v),veh/h 0 91 0 0 0 203 0 0 Grp Sat Flow(s),veh/h/In 0 1777 0 0 0 1791 1900 0 Q Serve Time(g_s),s 0.0 0.7 0.0 0.0 0.0 4.3 0.0 0.0 Cycle Q Clear Time(g_c),s 0.0 0.7 0.0 0.0 0.0 4.3 0.0 0.0 Lane Grp Cap(c),veh/h 0 1484 0 0 0 413 4 0 V/C Ratio(X) 0.00 0.06 0.00 0.00 0.00 0.49 0.00 0.00 Avail Cap(c_a),veh/h 0 4512 0 0 0 1259 1859 0 Upstream Filter(1) 0.00 1.00 0.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay(d1),s/veh 0.0 7.5 0.0 0.0 0.0 14.4 0.0 0.0 Incr Delay(d2),s/veh 0.0 0.0 0.0 0.0 0.0 0.9 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay(d),s/veh 0.0 7.5 0.0 0.0 0.0 15.3 0.0 0.0 1st-Term Q(Q1),veh/In 0.0 0.2 0.0 0.0 0.0 1.5 0.0 0.0 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 17 HCM 7th Signalized Intersection Capacity Analysis 6. 2026 Forecasted and Site 103: T W King Road East & W. Kirkwood Boulevard Timing Plan: PM 2nd-Term Q(Q2),veh/In 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 3rd-Term Q(Q3),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor(f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 %ile Back of Q(50%),veh/In 0.0 0.2 0.0 0.0 0.0 1.6 0.0 0.0 %ile Storage Ratio(RQ%) 0.00 0.04 0.00 0.00 0.00 0.10 0.00 0.00 Initial Q(Qb),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual)Q(Qe),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay(ds),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q(Qs),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap(cs),veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time(tc),h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Right Lane Group Data Assigned Mvmt 0 12 0 14 0 16 18 0 Lane Assignment R R T+R Lanes in Grp 0 1 0 2 0 1 0 0 Grp Vol(v),veh/h 0 4 0 251 0 205 0 0 Grp Sat Flow(s),veh/h/In 0 1610 0 1598 0 1766 0 0 Q Serve Time(g_s),s 0.0 0.1 0.0 3.0 0.0 4.4 0.0 0.0 Cycle Q Clear Time(g_c),s 0.0 0.1 0.0 3.0 0.0 4.4 0.0 0.0 Prot RT Sat Flow(s_R),veh/h/In 0.0 1610.2 0.0 1597.6 0.0 0.0 0.0 0.0 Prot RT Eff Green(g_R),s 0.0 1.6 0.0 2.4 0.0 0.0 0.0 0.0 Prop RT Outside Lane(P-R) 0.00 1.00 0.00 1.00 0.00 0.38 0.00 0.00 Lane Grp Cap(c),veh/h 0 732 0 618 0 407 0 0 V/C Ratio(X) 0.00 0.01 0.00 0.41 0.00 0.50 0.00 0.00 Avail Cap(c_a),veh/h 0 2104 0 2970 0 1241 0 0 Upstream Filter(1) 0.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 Uniform Delay(d1),s/veh 0.0 6.4 0.0 15.3 0.0 14.5 0.0 0.0 Incr Delay(d2),s/veh 0.0 0.0 0.0 0.4 0.0 1.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay(d),s/veh 0.0 6.4 0.0 15.7 0.0 15.4 0.0 0.0 1st-Term Q(Q1),veh/In 0.0 0.0 0.0 0.9 0.0 1.5 0.0 0.0 2nd-Term Q(Q2),veh/In 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 3rd-Term Q(Q3),veh/In 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q Factor(f_B%) 0.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 %ile Back of Q(50%),veh/In 0.0 0.0 0.0 1.0 0.0 1.6 0.0 0.0 %ile Storage Ratio(RQ%) 0.00 0.00 0.00 0.08 0.00 0.10 0.00 0.00 Initial Q(Qb),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Final (Residual)Q(Qe),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Delay(ds),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Q(Qs),veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Sat Cap(cs),veh/h 0 0 0 0 0 0 0 0 Initial Q Clear Time(tc), h 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 7th Control Delay,s/veh 14.3 HCM 7th LOS B Notes User approved volume balancing among the lanes for turning movement. *HCM 7th Edition computational engine requires equal clearance times for the phases crossing the barrier. 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 18 HCM 7th TWSC 6. 2026 Forecasted and Site 201: W. Kirkwood Boulevard & Varispace Driveway Timing Plan: PM Intersection Int Delay,s/veh 2.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations ) ttt +Tti r Traffic Vol,veh/h 6 81 489 4 4 105 Future Vol,veh/h 6 106 489 4 4 105 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 70 - 0 0 Veh in Median Storage,# - 0 0 0 - Grade, % - 0 0 0 - Peak Hour Factor 63 59 95 33 33 61 Heavy Vehicles, % 0 2 0 0 0 0 Mvmt Flow 10 180 515 12 12 172 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 527 0 0 622 263 Stage 1 - - - 531 - Stage 2 - 91 - Critical Hdwy 5.3 5.7 7.1 Critical Hdwy Stg 1 - 6.6 - Critical Hdwy Stg 2 - 6 - Follow-up Hdwy 3.1 3.8 3.9 Pot Cap-1 Maneuver 665 483 631 Stage 1 - 468 - Stage 2 - 854 - Platoon blocked, % Mov Cap-1 Maneuver 665 474 631 Mov Cap-2 Maneuver - 474 - Stage 1 461 Stage 2 850 Approach EB WB SIB HCM Ctrl DIy,s/v 0.53 0.1 12.83 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity(veh/h) 665 474 631 HCM Lane V/C Ratio 0.014 0.026 0.273 HCM Ctrl DIy(s/v) 10.5 0 12.8 12.8 HCM Lane LOS B A B B HCM 95th%tile Q(veh) 0 0.1 1.1 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 20 HCM 7th TWSC 6. 2026 Forecasted and Site 901: SH 114 NB Frontage Road & Driveway 1 Timing Plan: PM Intersection Int Delay,s/veh 1.5 Movement WBL WBR SEL SET NWT NWR Lane Configurations r ttT Traffic Vol,veh/h 0 0 0 0 429 0 Future Vol,veh/h 0 72 0 0 429 50 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized None None None Storage Length 0 - Veh in Median Storage,# 0 - 0 0 Grade, % 0 - 0 0 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 78 0 0 466 54 Major/Minor Minor2 Major2 Conflicting Flow All 260 0 Stage 1 - - Stage 2 - Critical Hdwy 7.14 Critical Hdwy Stg 1 - Critical Hdwy Stg 2 Follow-up Hdwy - 3.92 Pot Cap-1 Maneuver 0 629 Stage 1 0 - Stage 2 0 - Platoon blocked, % Mov Cap-1 Maneuver - 629 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach WB NW HCM Ctrl DIy,s/v 11.53 0 HCM LOS B Minor Lane/Major Mvmt NWT NWRWBLn1 Capacity(veh/h) 629 HCM Lane V/C Ratio 0.124 HCM Ctrl DIy(s/v) 11.5 HCM Lane LOS B HCM 95th%tile Q(veh) 0.4 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 22 HCM 7th TWSC 6. 2026 Forecasted and Site 902: Driveway 2 & W. Kirkwood Boulevard Timing Plan: PM Intersection Int Delay,s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations tti� ttt r Traffic Vol,veh/h 87 0 0 594 0 0 Future Vol,veh/h 110 23 0 594 0 2 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None None None Storage Length - 0 Veh in Median Storage,# 0 0 0 - Grade, % 0 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 120 25 0 646 0 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 72 Stage 1 - - - Stage 2 - Critical Hdwy 7.14 Critical Hdwy Stg 1 - Critical Hdwy Stg 2 - Follow-up Hdwy 3.92 Pot Cap-1 Maneuver 0 0 827 Stage 1 0 0 - Stage 2 0 0 - Platoon blocked, % Mov Cap-1 Maneuver - - 827 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach EB WB NB HCM Ctrl DIy,s/v 0 0 9.36 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity(veh/h) 827 HCM Lane V/C Ratio 0.003 HCM Ctrl DIy(s/v) 9.4 HCM Lane LOS A HCM 95th%tile Q(veh) 0 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 24 HCM 7th TWSC 6. 2026 Forecasted and Site 903: Driveway 3 & W. Kirkwood Boulevard Timing Plan: PM Intersection Int Delay,s/veh 0 Movement EBT EBR WBL WBT NBL NBR Lane Configurations tti� ttt r Traffic Vol,veh/h 85 0 0 495 0 0 Future Vol,veh/h 87 28 0 500 0 2 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None None None Storage Length - 0 Veh in Median Storage,# 0 0 0 - Grade, % 0 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 95 30 0 543 0 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 63 Stage 1 - - - Stage 2 - Critical Hdwy 7.14 Critical Hdwy Stg 1 - Critical Hdwy Stg 2 - Follow-up Hdwy 3.92 Pot Cap-1 Maneuver 0 0 839 Stage 1 0 0 - Stage 2 0 0 - Platoon blocked, % Mov Cap-1 Maneuver - - 839 Mov Cap-2 Maneuver Stage 1 Stage 2 Approach EB WB NB HCM Ctrl DIy,s/v 0 0 9.3 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity(veh/h) 839 HCM Lane V/C Ratio 0.003 HCM Ctrl DIy(s/v) 9.3 HCM Lane LOS A HCM 95th%tile Q(veh) 0 05/05/2025 Synchro 12 Report Dunaway &Associates, LLC Page 26