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HomeMy WebLinkAbout02/27/2024 05. Update on 40th Ave & Chestnut Traffic Analysis 1 .. ! a, ____,) BUSINESS OF THE CITY COUNCIL YAKIMA, WASHINGTON AGENDA STATEMENT Item No. 5. For Meeting of: February 27, 2024 ITEM TITLE: Update on 40th Ave & Chestnut Traffic Analysis SUBMITTED BY: Scott Schafer, Director of Public Works *Bill Preston, City Engineer SUMMARY EXPLANATION: City Council was presented with an analysis of the subject intersection in October of 2023. As a result of the report and subsequent deliberations, Council directed that staff further explore the possibility of additional traffic controls at the location to enhance bike/ped awareness, and improve overall operation, including the possible installation of a High Intensity Activated Crosswalk (HAWK). In following up on Council's direction, the City subsequently entered into an agreement with Transportation Engineering Northwest LLC (TENW)to provide a more detailed Traffic Analysis for the intersection. Enclosed for City Council review is the TENW Analysis, a scope of work and cost estimate for a HAWK system, as well as alternative low-cost enhancements that would bring increased awareness to the crossing. Staff will discuss advantages and disadvantages of the various options discussed in the report. ITEM BUDGETED: NA STRATEGIC PRIORITY: Public Trust and Accountability APPROVED FOR SUBMITTAL BY THE CITY MANAGER RECOMMENDATION: Council to receive and discuss the study findings, HAWK, and other incremental options presented by staff and provide direction to staff on a preferred path forward. Staff is recommending an incremental, low cost, approach to enhancing bike/ped awareness at the intersection. ATTACHMENTS: Description Upload Date Type 2 d Backup material 2/16/2024 Backup Material d TENW analysis 2/16/2024 Backup Material 3 40th Avenue and Chestnut Avenue Intersection Response for City Council Request for Enhancements February 16, 2024 Background Since the intersection improvements were installed in 2017, the city had continued to receive complaints about this intersection. As a result, in September of 2022, the city requested proposals from firms to perform a traffic study. This study evaluated vehicle and pedestrian/bicycle volumes and movements at this intersection and within a defined surrounding area. The consultant firm TENW was chosen for this work and they provided their final report in June 2023. The conclusions of the report were that the existing conditions are adequate based on data-driven findings as the 2017 improvements significantly reduced crashes and improved the intersection operations. In October 2023, the findings of the TENW report were presented to the Council. Council directed city staff to explore what it would take to install a High-Intensity Activated Crosswalk (HAWK) system at this intersection and to present back to Council with a cost for the system. What follows is the analysis of installing a HAWK system and the cost for installation. HAWK System Per Federal Highway Administration guide "Pedestrian Hybrid Beacons 508", also known as a HAWK system, is intended to increase a motorists' awareness of pedestrian crossings at uncontrolled marked crosswalk locations. Here are some of the Pros and Cons of installing a HAWK system at this intersection. Pros: 1. HAWK systems work well at reducing pedestrian/vehicles crashes on high-speed, high-volume, multi-lane streets like 40th Avenue. 2. More effective than the existing RRFB system at getting vehicles to stop for bikes and pedestrians as the overhead beacons are more visible and the flashing beacon pattern catches driver's attention. 3. Completely stops all traffic, so on a multi-lane street is helps prevent the drivers in an adjacent lane from passing the vehicle that is stopped for a pedestrian or a cyclist. 4. Can provide up to an 8% reduction in pedestrian crashes over an RRFB system. 4 Cons: 1. Cost. The cost for a HAWK system, while less than a full signal system, is still more costly than other possible alternatives. 2. Right of Way Needs. Property would need to be purchased from adjacent property owners to provide room to install the poles. 3. Will not improve the current operation of the intersection. 4. Since improvement were made in 2017, there has been 6 crashes. None involved pedestrians or cyclists. 5. Downhill grade is not a preferred for signal (stopping) location. 6. City Maintenance has identified HAWK's as "riskier" when performing maintenance. The estimated cost to install a HAWK system at the intersection of 40th Avenue and Chestnut Avenue is $367k, which includes the right of way acquisition. Other Lower-Cost Enhancements Along with exploring the HAWK system, the following lower-cost enhancements were looked at and estimated costs were developed for each. 1. Enhanced Lighting a. Add an additional street light in the NE corner of the intersection to provide better lighting for the north crosswalk. Cost: $6,400 b. Replace the existing crosswalk signs in the RRFB poles with LED Edged Lighted Crosswalk signs that activate with the RRFB beacons. Cost: $10,000 2. Advanced Lighting a. Install additional RRFB pedestrian flashers in advance of the intersection that are linked to existing RRFB system. Location would be approximately 250'- 300' prior to intersection based on stopping sight distance for the 35 mph speed limit. Cost: $36,300 3. Reduce Speed Limit a. Install speed limit signs to create a lower speed zone around the intersection. Cost: Minimal. Normal signing work of city sign crews. Low cost enhancements are relatively inexpensive compared to a HAWK and could be installed much sooner. The enhancements would provide additional awareness of the crossing. no An official website of the United States government Here's how you know v Ui;IIC'l:-J r, 1e • ;ar__.ro0 5 • Search FHWA Highway safety Programs Home / Safety. / Proven Safety Countermeasures Proven Safety Rectangular Rapid Flashing Beacons (RRFB) Countermeasures e U.S.Department of Transportation v Federal Highway Administration Search Safety Proven FHWA-SA-21-053 Countermeasures RRFB 508,pdf(PDF,262.91 KB), Resources A marked crosswalk or pedestrian warning sign can improve safety for pedestrians crossing the road, but at times may not be sufficient for drivers to visibly locate crossing locations and yield to _♦ !_ Related Links w. pedestrians.To enhance pedestrian conspicuity and increase driver �1 awareness at uncontrolled,marked crosswalks,transportationAle • For More Info download the agencies can install a pedestrian actuated Rectangular Rapid Rectangular Rapid Flashing Flashing Beacon(RRFB)to accompany a pedestrian warning sign. Beacon Tech Sheet RRFBs consist of two,rectangular-shaped yellow indications,each Safety Benefits: with a light-emitting diode(LED)-array-based light source. RRFBs flash with an alternating high frequency when activated to enhance RRFBs can conspicuity of pedestrians at the crossing to drivers. reduce Transportation agencies should refer to the Manual on Uniform crashes up Traffic Control Devices(MUTCD)for information on the application to: of RRFBs.1 Applications 47% The RRFB is applicable to many types of pedestrian crossings but is for pedestrian crashes.4 particularly effective at multilane crossings with speed limits less than 40 miles per hour.2 Research suggests RRFBs can result in RRFBs can motorist yielding rates as high at 98 percent at marked crosswalks, increase but varies depending on the location, posted speed limit, motorist pedestrian crossing distance, one-versus two-way road,and the number of travel lanes.2 RRFBs can also accompany school or trail yielding crossing warning signs. rates up to: RRFBs are placed on both sides of a crosswalk below the pedestrian 98a�% crossing sign and above the diagonal downward arrow plaque (� pointing at the crossing.1 The flashing pattern can be activated with (varies by speed limit, pushbuttons or passive(e.g.,video or infrared)pedestrian number of lanes, crossing detection, and should be unlit when not activated. distance, and time of da Y)2 Considerations Agencies should:2 • Install RRFBs in the median rather than the far-side of the roadway if there is a pedestrian refuge or other type of 6 ' median. • Use solar-power panels to eliminate the need for a power . source. • Reserve the use of RRFBs for locations with significant - } pedestrian safety issues,as over-use of RRFB treatments may diminish their effectiveness. Agencies shall not:2 RRFBs used at a trail crossing. Source: LJB • Use RRFBs without the presence of a pedestrian,school or trail crossing warning sign. • Use RRFBs for crosswalks across approaches controlled by YIELD signs,STOP signs,traffic control signals,or pedestrian hybrid beacons, except for the approach or egress from a roundabout. Sources 1. Manual on Uniform Traffic Control Devices(MUTCD), Chapter 4L. FHWA,(2023). 2."Rectangular Rapid Flash Beacon"in PEDSAFE: Pedestrian Safety Guide and Countermeasure Selection System. FHWA,(2013). 3. Fitzpatrick et al."Will You Stop for Me?Roadway Design and Traffic Control Device Influences on Drivers Yielding to Pedestrians in a Crosswalk with a Rectangular Rapid-Flashing Beacon."Report No.TTI-CTS-0010.Texas A&M Transportation Institute,(2016). 4.(CMF ID:9024)NCHRP Research Report 841 Development of Crash Modification Factors for Uncontrolled Pedestrian Crossing Treatments,(2017). .o,p, V1FNJF ill• 1(r. Federal Highway Administration _,)6 :%o;=M1.1 JI-R W'r AVENI)1, '>1 i,lr::,3a{Ii lr rON, i)t An official website of the United States government Here's how you know" 7 Search c.HWA Highway Safety Programs Home / Safety. / Proven Safety Countermeasures Proven Safety Pedestrian Hybrid Beacons Countermeasures AliU.S. Department of Transportation ep Federal Highway Administration Search Safety Proven FHWA-SA-21-045 Countermeasures Pedestrian Hybrid Beacons_508.pdf(PDF, 364.69 KB). Resources The pedestrian hybrid beacon(PHB)is a traffic control device designed to help pedestrians safely cross higher-speed roadways at midblock crossings and uncontrolled intersections.The beacon Related Links head consists of two red lenses above a single yellow lens.The lenses remain"dark"until a pedestrian desiring to cross the street • For More Info View the Office pushes the call button to activate the beacon,which then initiates a of Safety's Pedestrian Hybrid yellow to red lighting sequence consisting of flashing and steady Beacon technical sh_ lights that directs motorists to slow and come to a stop, and Safety Benefits: provides the right-of-way to the pedestrian to safely cross the roadway before going dark again. R 1111 R R R qElsy R SR SR 5 5% �Y reduction in pedestrian 1 Dark Until Activated 2 Flashing Yellow 3.Steady Yellow 4.Steady Red During Upon Activation Padeslnan Walk Interval crash es.3 FR R R Y FR R R Legend SY Steady yellow 2 9 of Y Y FY Flashing yellow SR Steady red 5.Alternating Flashing Red During 6,Dark Again Until Activated FR Flashing red Pedestrian Change Interval reduction in total crashes.4 Sequence for a PHB.Source: MUTCD 2023 Edition, Chapter 4j, FHWA Nearly 74 percent of pedestrian fatalities occur at non-intersection 1 5% locations,and vehicle speeds are often a major contributing factor.1 As a safety strategy to address this pedestrian crash risk, reduction in serious injury the PHB is an intermediate option between a flashing beacon and a full pedestrian signal because it assigns right of way and provides and fatal crashes.4 positive stop control. It also allows motorists to proceed once the pedestrian has cleared their side of the travel lane(s), reducing vehicle delay. r ' :�'#;. Transportation agencies should refer to the Manual on Uniform .; Traffic Control Devices(MUTCD)for information on the application • of PHBs.? '` v' 4. ti Y i t. |n general, PHBsare used where it is difficult for pedestrians to Example mfPHBs cross a roadway,such as when gaps in traffic are not sufficient or mounted bnsmast speed limits exceed 35 miles per hour.They are very effective at arm. Source: FHVVA locations where three ur more lanes will be crossed ortraffic volumes are above 9'O00 annual average daily traffic. Installation nf aPHB must also include a marked crosswalk and pedestrian countdown signal. |fPHBs are not already familiar toacommunity, agencies should conduct appropriate education and outreach as part ofimplementation. Sources 1. National Center for Statistics and Analysis.(2O2O' March). Pedestrians:Z018 data(Traffic Safety Facts. Report No. DOT HSD1Z 850). National Highway Traffic Safety Administration 2. Manual on Uniform Traffic Control Devices,Chapter 4j. FHVVA (2023). 3.([MF ID:802U)Zegeeret al.N[HRP Report 841: Development of Crash Modification Factors for Uncontrolled Pedestrian Crossing Treatments.TRB'(2O17). 4.([K4F ID:Z911.Z917)Fitzpatrick, K.and Park, E.5.Safety Effectiveness of the HAWK Pedestrian Crossing Treatment, FHVVA' HRT-10'042'(2010). U.';, DEPARrMIEN[O|�TRANSPORTAT(Om Subscribe Tn Email Updates Federa| Highway Administration f .n 12oO NFVV)FK\EYKV[NUL' SE mx\ n|NGl0N' D[ Z0598 202365'4000 About Programs Policies, Rights, Legal News& Events ^ovv/RHww Acnoisxion �Ilaoagcmex, Abou� oo/ mrws,00m ca'cc's [iv|| eiChi.�, p/ooRe|cases u'y,I-ho" Federal iao$nij�,hw^y e:d,,o and pe'ror(yinxcc spcec^e�,& reuiv`n"y \�p[rD/,cc/ooe; |n|'as,rvcme cM| RiChu Mcdia [nmaus wh/kvur ho` |nnowbvcprnCmmDdve/y rON [onncc,w/t.hU-� opc/ahnns mm"naxn" Qvah� P/anmn'u', Enwrunmen�and 8rui(y m: FEAR Act Po|icY urflceo/ mspe,m,C-,onom/ xc�ji-ch' Development,and |,choo|n:y Privacy Poky Sarety :Ixguv wcbpnVgcsandNotices ,A/eb Standards 9 CITY OF YAKIMA 40th and Chestnut 1/18/2024 Scoping Estimate for Installation of a HAWK System (Includes New Poles and Arms) Item Description Payment Unit Unit Cost Overall Overall Cost No. Specification Quantity 1 Minor Change 1-04.4(1) FA $1,000.00 1 $1,000.00 2 Installation of HAWK sytem with 8.3%Tax LS $277,518.75 1 $277,518,75 3 R/W in SW corner for pole base LS $50,000.00 1 $50,000.00 4 $0.00 Subtotal $328,518.75 Contingency 10% $32,851.88 Assumptions: Total Estimated Construction Cost $361,370.63 LS cost to install HAWK from Knobel's Electric includes traffic control,removing and replacing curb,gutter&sidewalk including 1 ADA ramps,new painted crosswalk on north side,gravel backfill and paving for conduit cuts,bases,and all other equipment items needed INCLUDING poles and arms. 2 R/W cost a best guess from R/W work on N 1st St project Environmental $5,000.00 Total Estimated Project Cost $366,370.63 Estimate prepared by:RPW \\yakima_city\yken\Shared\1 City of Yakima Eng Projects\_Closed Projects\2602RT 40th Ave&Chestnut Traffic Study\2023 Council Request Info\Estimate for HAWK at 40th and Chestnut Including Poles and Arms 2023 1n CITY OF YAKIMA 40th and Chestnut 2/8/2024 Scoping Estimate for Installation of Wood Pole and Luminaire in NE Corner (Includes New Poles and Arms) Item Overall Description Payment Unit Unit Cost Overall Cost No. Specification Quantity 1 Installation of Wood Pole and Luminaire with 8.3%Tax LS $6.050.72 1 $6.050.72 2 $0.00_ Subtotal $6,050.72 Contingency 5% $302.54 Assumptions: Total Estimated Construction Cost $6,353.26 1 LS cost to install luminaire from Knobel's Electric includes traffic control,wood pole,and all other equipment items needed. 2 Contingency added to cover possible cost escalation of materials Total Estimated Project Cost $6,353.26 Estimate prepared by:RPW \\yakima_city\yken\Shared\1 City of Yakima Eng Projects\_Closed Projects\2602RT 40th Ave&Chestnut Traffic Study\2023 Council Request Info\Estimate for Wood Pole and Streetlight in NE Corner of 40th and Chestnut CITY OF YAKIMA 40th and Chestnut 2/8/2024 Scoping Estimate for LED Edged Crosswalk Signs on RRFB Post Item Description Payment Unit Unit Cost Overall Overall Cost No. Specification Quantity 1 Purchase of four 36"Diamond LED Edged Crosswalk Signs with 8.3%Tax LS $8,065,47 1 $8,065.47 2 _ $0 00 Subtotal $8,065.47 Contingency 20% $1,613.09 Assumptions: Total Estimated Construction Cost $9,678.56 1 Cost is to purchase signs from vendor and install.. Contingency added to cover possible cost escalation of materials and 2 upgrade of battery system to handle additional lights. Total Estimated Project Cost $9,678.56 Estimate prepared I;y:RPW \\yakima_city\yken\Shared\1 City of Yakima Eng Projects\_Closed Projects\2602RT 40th Ave&Chestnut Traffic Study\2023 Council Request Info\Estimate for LED Edged Crosswalk Signs 40th and Chestnut 12 CITY OF YAKIMA 40th and Chestnut 2/8/2024 Scoping Estimate for Advanced Pedestrian Flashers both NB and SB I Item Description Payment Unit Unit Cost Overall Overall Cost No. Specification Quantity 1 Installation of RRFB poles in Advance of Intersection with 8.3%Tax LS $34,543.68 1 _ $34,543.68 2 $0.00 Subtotal $34,543.68 Contingency 5% $1,727.18 Assumptions: Total Estimated Construction Cost $36,270.86 LS cost to install advanced RRFB flashers from Knobel's Electric 1 includes traffic control,poles,bases,signs,and all other equipment items needed. 2 Contingency added to cover possible cost escalation of materials Total Estimated Project Cost $36,270.86 Estimate prepared bv:RPW \\yakima_city\yken\Shared\1 City of Yakima Eng Projects\_Closed Projects\2602RT 40th Ave&Chestnut Traffic Study\2023 Council Request Info\Estimate for Advanced Ped Flashers 40th and Chestnut 13 6TENW Transportation Engineering NorthWest MEMORANDUM DATE: June 8, 2023 TO: Bill Preston City of Yakima FROM: Chandler Waldal TENW SUBJECT: Traffic Analysis and Potential Improvements 40th & Chestnut TENW Project No. 2022-395 This memorandum summarizes the preliminary traffic analysis conducted at the S 40rh Avenue/W Chestnut Avenue intersection in Yakima, WA, evaluates the effectiveness and impacts of previous intersection improvements, and identifies additional potential improvement measures to address reported pedestrian and bicycle safety concerns at this intersection. Project Background In December of 2017, the City of Yakima completed a safety project at the S 40rh Avenue/W Chestnut Avenue intersection installing curbing and tubular traffic markers on S 40th Avenue, updated crosswalks across the north and south legs of S 40rh Avenue, a Rectangular Rapid Hashing Beacon (RRFB) system, and approximately 250-feet of sidewalk on the east side of S 40rh Avenue to improve vehicular, bicycle, and pedestrian safety at the intersection. However, despite the improvements, the City has continued to receive concerns from the public regarding undesired traffic flow conditions in the surrounding area and potentially hazardous bicycle and pedestrian conditions occurring at the intersection. The purpose of this memorandum is to evaluate the existing conditions at the intersection of S 40rh Avenue/W Chestnut Avenue and identify potential improvements to address the public's noted concerns. Additionally, the effectiveness and impacts of the previous intersection improvements completed in December 2017 were evaluated. Summary of Key Findings Based on the evaluation of existing traffic operations at the S 40rh Avenue/W Chestnut Avenue intersection, it can be concluded that the existing conditions are adequate based on data-driven findings. Not only did the previous intersection improvements completed by the City in December 2017 improve intersection operations, but they also significantly reduced collisions at the intersection. However, the City continues to receive complaints regarding safety at this intersection. As a result, five (5) potential intersection improvement alternatives intended to further improve pedestrian and vehicular safety at this intersection were provided for the City's review and consideration. Transportation Planning I Design I Traffic Impact&Operations 11400 SE 8th Street,Suite 200, Bellevue,WA 98004 I Office (425)889-6747 14 Traffic Analysis and Potential Improvements 40th&Chestnut-Yakima,WA Existing Conditions The intersection of S 40th Avenue/W Chestnut Avenue is an existing four-leg intersection with S 40th Avenue running in the north/south direction and West Chestnut Avenue running in the east/west direction. The intersection is currently unsignalized with stop-controlled approaches on W Chestnut Avenue (side street)while S 40th Avenue (main street) operates as free flow. Existing channelization at the intersection includes two lanes in each direction on S 40th Avenue and right- turn only lanes for both east and west approaches on W Chestnut Avenue. A c-curb runs north-south on S 40th Avenue preventing left-turn movements from the north/south approaches along S 40th Avenue and thru/left-turn movements from the east/west approaches along W Chestnut Avenue. There are marked crosswalks with Rectangular Rapid Hashing Beacon (RRFB) systems on both the north and south legs of the intersection across S 40th Avenue in the east/west direction. Sidewalks are provided on both sides of S 40th Avenue. These modifications were made in December 2017 by the City based on citizen requests for improved safety for pedestrians and bicycles. t �r'liii t RRFB ' _., >:.�� �, 's. curbing S s 40 6.-' "I,rivle �� '.A 1 r .9. a • } . y • V. ro `�' J. iii_� y - .a »1 •.,". Ire _ `F',' T b. I,..W,I RRFB - + f',. . S40th Ave & % ;i ilk_ i _ � r_.AC ra. i =. W Chestnut Ave k . ; } Ilt m J•I '1 •-�; of / f , y ,yt . lh+Su�of{�u,t+� t. , a Ir. _ +s 1�+!alrlf t+S4 •!13 r V�rWaIr o ., _Zi .... .1h ,,,,.,tat: i . :'''::, . ..f.,_ 'Jii,_:- . ,4„.., ..17.ft:. 0.0w, i1 lt'.'0''....'-'r--,-.- '.-'5-.i,i•4,-r 4 I*! 'I.I....,A__.,..,..---..1,'.a-',C a*..4-7rn2,.:oC ie t0in Et Q :.:6 1L.l1-_.-,., y 4 '.7M.."-0. C, ` 'r °JP nd JI' Zaepfel Stadium, i T' r t •4, i w 1xrl �" r'a '� ', �, i �� fi ll ��_f r a. i June 8,2023 T E N W Page 2 15 Traffic Analysis and Potential Improvements 40th&Chestnut-Yakima,WA Crash History Crash history at the intersection of S 40rh Avenue/W Chestnut Avenue was analyzed for the six-year period from 2016 to 2021 to evaluate the potential change in reported crashes before improvements (2016-2017) and after improvements (2018-2021). Crash data was provided by WSDOT. Summaries of the total and yearly average crashes during this period are provided in Table 1 . Summaries of collisions by severity over the six-year period are provided in Table 2. Summaries of crashes by type over the six-year period are provided in Table 3. Detailed collision history is included in Attachment A. Table 1 Crash Data Summary by Year, January 1, 2016 to December 31, 2021 Six-Year -O N w O oN N Total Intersection o 0 0 0 0 o Crashes Average Annual Crash Frequency S 40th Avenue / W Chestnut Avenue 10 8 1 0 1 1 21 3.5 Source: WSDOT Crash Data. Table 2 Crash Data Summary by Severity, January 1, 2016 to December 31, 2021 Crash Severity 2016-2017 2018-2021 (pre-improvements) (post improvements) > iv > o ao o N 'c c ,8: O a oN o O >, o o a O jg N = a X U a 'c Ti a c E a o o �' Intersection a 0 0 z 0 S 40rh Avenue / W Chestnut Avenue 0 6 12 0 2 1 21 Source: WSDOT Crash Data. June 8,2023 T E N W Page 3 16 Traffic Analysis and Potential Improvements 40th&Chestnut-Yakima,WA Table 3 Crash Data Summary by Type, January 1, 2016 to December 31, 2021 Crash Type 2016-2017 2018-2021 (pre-improvements) (post-improvements) U U N N 0 0 N c X -c (3) U (3) -c -c c > o 73 a c > N 73 a O c O c 0 0 - iv o o o o iv o o Six-Year 0) a D 0 o 0) 0) a -c la 6 o Intersection < < = 0 o_ O U) < C = 0 ° � Total h Crashes S 40rh Avenue / W Chestnut Avenue 5 4 0 0 2 1 4 2 0 1 0 0 1 0 1 0 21 Source: WSDOT Crash Data. As shown in Tables 1-3, there were twenty-one (21) reported crashes at the intersection of S 40th Avenue/W Chestnut Avenue during the six-year period from 2016 to 2021 . Of the twenty-one (21) crashes, eighteen (1 8) were reported to occur during the two-year period (2016-2017) before the City installed improvements at the intersection and three (3) were reported to occur during the four-year period (2018-2021) after the City installed improvements. Crashes were most commonly reported as Left/Right Angle crashes from 2016 to 2017, and there was no common trend in crash reports from 201 8 to 2021 . The one T-Angle crash that occurred post-improvements was reported to occur in 2020 as a result of a driver traveling eastbound through the intersection under the influence of alcohol. Based on the 2016-2021 crash history at the S 40th Avenue/W Chestnut Avenue, it is evident that there were significantly less reported crashes after the City installed vehicular/pedestrian safety improvements at the intersection in December 2017. It should be noted that the 2017 crash history did not include any reported crashes from October to December, so none of the 2017 crashes were reported post-improvements. June 8,2023 T E N W Page 4 17 Traffic Analysis and Potential Improvements 40th&Chestnut-Yakima,WA Existing Weekday Peak Hour Traffic Volumes Existing weekday AM and PM peak hour traffic volumes were collected at the S 40th Avenue/W Chestnut Avenue intersection on Tuesday 3/7/2023, Wednesday 3/8/2023, and Thursday 3/9/2023. The existing weekday AM and PM peak hour traffic volumes represent the highest hour of traffic between 6:00 and 9:00 AM and 3:00 and 6:00 PM, respectively. The existing AM and PM peak hour traffic volumes for each of the three (3) weekdays are shown below: AM Peak Hour S 40th Ave/W Chestnut Ave S 40th Ave/W Chestnut Ave S 40th Ave/W Chestnut Ave Tuesday, 3/7/2023 Wedensday, 3/8/2023 Thursday, 3/9/2023 N. c, N o c V N v N. e' NC h , 4' . + A) + W Chestrruf Ave W Chesfnui Ave W Chestnut Ave CO N O LO CO O N — N 36 --.44, N40 --4, N 43 --.4, N. PM Peak Hour S 40th Ave/W Chestnut Ave S 40th Ave/W Chestnut Ave S 40th Ave/W Chestnut Ave Tuesday, 3/7/2023 Wedensday, 3/8/2023 Thursday, 3/9/2023 ®.-21 lc ®� 17 L ®� 11 o. N a co o v v co -4 oo c� o 1 W Chestnut Ave W Chestnut Ave W Chestnut Ave c0 O O 34 � ° 25 —A, o' 37 --.4, o' 0 Based on the peak hour turning movement counts collected at the S 40th Avenue/W Chestnut Avenue intersection from March 7, 2023 to March 9, 2023, the weekday AM and PM peak hour counts are generally consistent on a typical weekday with little variation between the three (3) days of data collection. Additionally, pre-improvement 2017 AM and PM peak hour traffic counts were provided by the City of Yakima and compared to the existing counts conducted in 2023. To estimate existing 2023 traffic volumes, a two (2) percent annual growth rate was applied to the 2017 traffic volumes. June 8,2023 T E N W Page 5 18 Traffic Analysis and Potential Improvements 40th&Chestnut-Yakima,WA The existing AM and PM peak hour traffic volumes without the City's improvements are shown below: AM Peak Hour PM Peak Hour S 40th Ave/W Chestnut Ave S 40th Ave/W Chestnut Ave > ® > or\ t 3 0, 0 � t 26 ` iy 26 ` iN )(-26 W Chestnut Ave W Chestnut Ave R �/ 45� 1 f 21� 8 co -4- co 75 NCV ^ 34 MON Based on review and comparison between the 2017 peak hour turning movement counts provided by the City of Yakima and recent traffic counts, less than 50 peak hour trips were diverted for each restricted turning movement as a result of the City's improvement project. As a result, the impacts to the adjacent street network that resulted from turn restrictions at this intersection are expected to be minimal. Intersection Level of Service Intersection Level of Service (LOS) analyses were completed for 2023 Existing weekday AM and PM peak hour conditions at the S 40th Avenue/W Chestnut Avenue intersection based on counts collected on Tuesday 3/7/2023, Wednesday 3/8/2023, and Thursday 3/9/2023. LOS calculations were based on the use of Synchro //traffic analysis software. LOS methodology is included in Attachment B. Table 4 summarizes the 2023 Existing LOS results at the S 40th Avenue/W Chestnut Avenue intersection. Detailed LOS calculation worksheets are included in Attachment B. Table 4 S 40th Ave / W Chestnut Ave 2023 Existing Peak Hour LOS Summary (Post Improvement) AM Peak Hour PM Peak Hour Delay Delay Date/Movement LOS (sec) LOS (sec) Tuesday—March 7,2022 Eastbound Right-Turn (W Chestnut Avenue) B 12.7 B 12.7 Westbound Right-Turn (W Chestnut Avenue) B 11.0 B 12.1 Wednesday—March 8,2022 Eastbound Right-Turn (W Chestnut Avenue) B 13.3 B 12.2 Westbound Right-Turn (W Chestnut Avenue) B 11.2 B 11.9 Thursday—March 9,2022 Eastbound Right-Turn (W Chestnut Avenue) B 13.2 B 13.1 Westbound Right-Turn (W Chestnut Avenue) B 11.4 B 11.9 As shown in Table 4, all movements operate at LOS B during the AM and PM peak hours. T E N W June 8,2023 Page 6 19 Traffic Analysis and Potential Improvements 40th&Chestnut—Yakima,WA An additional level of service evaluation was completed for 2023 Existing weekday AM and PM peak hour conditions at the S 40th Avenue/W Chestnut Avenue without the City's improvement project. Table 5 summarizes the 2023 Existing LOS results at the S 40th Avenue/W Chestnut Avenue intersection based on the adjusted 2017 peak hour traffic volumes provided by the City of Yakima (pre-improvement). Detailed LOS calculation worksheets are included in Attachment B. Table 5 S 40th Ave / W Chestnut Ave 2023 Existing Peak Hour LOS Summary (Pre-Improvement) AM Peak Hour PM Peak Hour Delay Delay Scenario/Movement LOS (sec) LOS (sec) Pre-Improvement Eastbound Approach (W Chestnut Avenue) F >100 F >100 Westbound Approach (W Chestnut Avenue) F 61.3 F >100 Northbound Left-Turn (S 40th Avenue) A 9.8 B 11.9 Southbound Left-Turn (S 40th Avenue) A 9.9 B 11.7 As shown in Table 5, the eastbound and westbound approaches would be expected to operate at LOS F during the AM and PM peak hours without the City's improvement project. T E N W June 8,2023 Page 7 20 Traffic Analysis and Potential Improvements 40th&Chestnut—Yakima,WA Traffic Signal Warrant Traffic signal warrant analyses were conducted at the S 40rh Avenue/W Chestnut Avenue intersection for 2023 Existing conditions based on guidelines outlined in the US Department of Transportation/Federal Highway Administration Manual on Uniform Traffic Control Devices (MUTCD), 2009 Edition. Of the eight (8) signal warrants outlined in the MUTCD, four (4) of the warrants were considered. Warrant 1 (Eight-Hour Vehicular Volume), Warrant 2 (Four-Hour Vehicular Volume), Warrant 3 (Peak Hour), and Warrant 4 (Pedestrian) were analyzed. To conduct this evaluation, three days of existing 24-hour turning movement traffic counts, approach volumes, speed data, and pedestrian volumes were collected at the S 40rh Avenue/W Chestnut Avenue intersection in March 2023. The existing volume and speed data are included and summarized in Attachment C. The results of the Existing 2023 signal warrant analysis are summarized in Table 6. Detailed signal warrant analysis worksheets are included in Attachment D. Table 6 S 40th Ave / W Chestnut Ave-Signal Warrant Analysis Warrant Warrant Met? Warrant 1 -Eight Hour Vehicular Volume Condition A-Minimum Vehicular Volume No Condition B-Interruption of Continuous Traffic No Combination of Conditions A and B No .................................................................................. Warrant Met? No Warrant 2-Four Hour Vehicular Volume Warrant Met? No Warrant 3-Peak Hour Category A-AM Peak Hour No Category A-PM Peak Hour No Category B No .................................................................................. Warrant Met? No Warrant 4-Pedestrian Category A-Four Hour Volume No Category A-Peak Hour Volume No .................................................................................. Warrant Met? No As shown in Table 6, a traffic signal at the S 40rh Avenue/W Chestnut Avenue intersection would not be warranted. T E N W June 8,2023 Page 8 21 Traffic Analysis and Potential Improvements 40th&Chestnut—Yakima,WA Multi-Way Stop Warrant The potential application of a multi-way stop at the intersection was also evaluated based on guidelines included in the Manual on Uniform Traffic Control Devices(MUTCD). It should be noted that the same volumes used to conduct the signal warrant analysis discussed previously were also used to conduct the Multi-Way Stop analysis. The MUTCD multi-way stop guidelines are included below along with TENW responses to each guideline/criteria. Detailed multi-way stop warrant analysis worksheets are included in Attachment E. MUTCD Section 2B.07 Multi-Way Stop Applications Support: 1 . Multi-way stop control can be useful as a safety measure at intersections if certain traffic conditions exist. Safety concerns associated with multi-way stops include pedestrians, bicyclists, and all road users expecting other road users to stop. Multi-way stop control is used where the volume of traffic on the intersecting roads is approximately equal. TEIVVV Response: The volume of traffic on S 4017 Avenue was observed to be significantly greater than the volume of traffic on VV Chestnut Avenue. Therefore, a multi-way stop control at the intersection of S 406 Avenue/VV Chestnut Avenue is not supported per MUTCD Section 28.07. 2. The restrictions on the use of STOP signs described in Section 2B.04 also apply to multi-way stop applications. Guidance: 3. The decision to install multi-way stop control should be based on an engineering study. 4. The following criteria should be considered in the engineering study for a multi-way STOP sign installation: A. Where traffic control signals are justified, the multi-way stop is an interim measure that can be installed quickly to control traffic while arrangements are being made for the installation of the traffic control signal. TEIVVV Response: A traffic signal is not currently warranted at S 4017 Avenue/VV Chestnut Avenue, therefore this criteria is not applicable. Signal warrant worksheets are included in Attachment D. B. Five or more reported crashes in a 12-month period that are susceptible to correction by a multi-way stop installation. Such crashes include right-turn and left-turn collisions as well as right-angle collisions. TEIVVV Response: Based on the collision history reviewed for the four-year period(2018- 2021)after the City installed improvements, there were three (3)reported collisions in total over the whole period. Therefore, this criteria would not be met. TENW June 8,2023 Page 9 22 Traffic Analysis and Potential Improvements 40th&Chestnut—Yakima,WA C. Minimum volumes: 1 . The vehicular volume entering the intersection from the major street approaches (total of both approaches) averages at least 300 vehicles per hour for any 8 hours of an average day; and 2. The combined vehicular, pedestrian, and bicycle volume entering the intersection from the minor street approaches (total of both approaches) averages at least 200 units per hour for the same 8 hours, with an average delay to minor-street vehicular traffic of at least 30 seconds per vehicle during the highest hour; but 3. If the 85'h-percentile approach speed of the major-street traffic exceeds 40 mph, the minimum vehicular volume warrants are 70 percent of the values provided in items 1 and 2. TEIVVV Response: Based on the existing data collected and summarized in Attachment C, the volumes on the major street are expected to meet the minimum volume criteria in C. I. However, the average delay to minor-street vehicular traffic is not anticipated to be greater than 30 seconds per vehicle during the highest hour, so criteria C.2 is not met. Additionally, the 85h percentile approach speed does not exceed 40 mph, so criteria C.3 was not evaluated D. Where no single criterion is satisfied, but where Criteria B, C.1 , and C.2 are satisfied to 80 percent of the minimum values. Criterion C.3 is excluded from this condition. TEIVVV Response: Criteria D was not evaluated given criteria C.2 is not met. A summary of our multi-way stop evaluation findings is included in Table 7 below. Table 7 S 40th Ave / W Chestnut Ave-Multi-Way Stop Warrant Analysis Criteria Criteria Met? Criteria A-Traffic Control Signal Interim Measure No Criteria B-Collisions No Criteria C-Minimum Volumes No Condition 1 -Major Street Volume Yes Condition 2-Minor Street Volume No Condition 3-70%of Conditions 1 and 2 N/A Criteria D-80%of Criteria B,C.1 and C.2 N/A As shown in Table 7, a multi-way stop at the S 40th Avenue/W Chestnut Avenue intersection would not be warranted. T E N W June 8,2023 Page 10 23 Traffic Analysis and Potential Improvements 40th&Chestnut—Yakima,WA Potential Improvement Alternatives Based on the evaluation of existing traffic operations at the S 40rh Avenue/W Chestnut Avenue intersection, it can be concluded that the existing conditions are adequate based on data-driven findings. Not only did the previous intersection improvements completed by the City in December 2017 improve intersection operations, but they also significantly reduced collisions at the intersection. However, the City continues to receive citizen complaints regarding safety at this intersection. As a result, the following five (5) potential intersection improvement alternatives were considered at the S 40rh Avenue/W Chestnut Avenue intersection: • Alternative 1 —Traffic Signal • Alternative 2 — High-Intensity Activated Crosswalk (HAWK) Signal • Alternative 3 — Bike Reroute • Alternative 4 — Road Diet with Refuge Island • Alternative 5 — Enhance Existing Rectangular Rapid Hashing Beacon (RRFB) Crosswalk When evaluating the potential intersection improvement alternatives, TENW considered the following: • Pedestrian/Bike Safety • Vehicular Safety • Traffic Operations • Right-of-Way (ROW) Required • Cost A summary of the five (5) potential improvement alternatives at the S 40rh Avenue/W Chestnut Avenue intersection and factors for the City to consider are included in Table 8 below: Table 5 S 40th Ave / W Chestnut Ave- Potential Improvement Alternatives Summary Alternative 1 Alternative 2 Alternative 3 Alternative 4 Alternative 5 Traffic HAWK Bike Road RRFB Signal Signal Reroute Diet Enhancement Improves Pedestrian/Bike Safety Yes Yes Yes Yes Yes Improves Vehicular Safety No No Yes No No Improves Intersection Operations No No Yes No No Avoids ROW Acquisition No No Yes Yes Yes Minimizes Cost No No Yes Yes Yes Each of the five (5) potential improvement alternatives at the S 40rh Avenue/W Chestnut Avenue intersection are discussed in further detail below: Alternative 1 —Traffic Signal Although a traffic signal is not warranted at the S 40th Avenue/W Chestnut Avenue intersection based on existing traffic volumes, the traffic signal alternative was evaluated as a potential intersection improvement because of the pedestrian safety concerns reported at this intersection. A traffic signal is an automated traffic TENW June 8,2023 Page 11 24 Traffic Analysis and Potential Improvements 40th&Chestnut—Yakima,WA control device that assigns right of way and controls movements at an intersection for motorized and nonmotorized users. The following considerations were evaluated at the S 40th Avenue/W Chestnut Avenue intersection with the traffic signal alternative: • Pedestrian/Bike Safety: The traffic signal alternative is expected to be the safest option as it relates to pedestrian and bicycle safety. The traffic signal alternative would allow for pedestrians to safely cross S 40rh Avenue during their dedicated pedestrian phase while northbound and southbound traffic is stopped. Vehicular traffic destined to S 40th Avenue from W Chestnut Avenue would be required to yield to pedestrian traffic. • Vehicular Safety: The traffic signal alternative is not expected to improve vehicular safety due to the increased number of conflict points (turning movements would be allowed with the traffic signal alternative). • Traffic Operations: With the traffic signal alternative, the S 40rh Avenue/W Chestnut Avenue intersection is anticipated to operate at acceptable levels of service with minimal delay during the AM and PM peak hours. However, the S 40rh Avenue/W Chestnut Avenue intersection currently operates at LOS B during the AM and PM peak hours with the major arterial (S 40rh Avenue) operating as free-flow. Under the traffic signal alternative, vehicles traveling on S 40th Avenue would be required to stop for pedestrians/bicyclists and eastbound/westbound traffic, which may increase overall delay at the intersection given the magnitude of traffic volume on S 40rh Avenue. • Right-of-Way Required: Preliminary design of the traffic signal alternative anticipates that additional third-party right-of-way acquisitions would likely be required to complete the improvements. Formal topographic survey to confirm right of way boundaries would be required to verify right of way impacts. • Cost: The traffic signal alternative is anticipated to be one of the more costly improvement alternatives at the S 40rh Avenue/W Chestnut Avenue intersection. Significant funding could be required in order to construct a traffic signal at the intersection. Alternative 2 — HAWK Signal A HAWK signal is a potential alternative to improve pedestrian and bicycle safety at the S 40rh Avenue/W Chestnut Avenue intersection. A High-Intensity Activated Crosswalk (HAWK) signal is a signalized crossing that controls movements at an intersection or midblock for motorized and nonmotorized users. HAWK signals are only activated by nonmotorized users and alert/stop vehicular movements on the roadway the pedestrians are crossing. The HAWK signals are dark until activated. Once activated, a light progression is followed to alert drivers of pedestrians crossing soon, stop drivers during the active crossing, and allow vehicles to continue through the intersection as soon as pedestrians clear the roadway. The sequence and progression of a HAWK signal is shown below: HAWK SIGNAL SEQUENCE R R R R R R SR O O SR FRO R R O FR R O O R Y IOIFY O SY Y Y O Y 1. DARK UNTIL ACTIVATED 2. FLASHING YELLOW S.STEADY YELLOW 4. STEADY RED DURING 5. ALTERNATING FLASHING RED DURING i. DARK UNTIL ACTIVATED UPON ACTIVATION PEDESTRIAN WALK INTERNAL PEDESTRIAN CLEARANCE INTERVAL n I5"in 18"n 18'n In }8'n n 18" • 15 If 18" 16� It IB' Ei t6• 16u T E N W June 8,2023 Page 12 25 Traffic Analysis and Potential Improvements 40th&Chestnut—Yakima,WA The following considerations were evaluated at the S 40th Avenue/W Chestnut Avenue intersection with the HAWK signal alternative: • Pedestrian/Bike Safety: The HAWK signal alternative would improve safety by more effectively alerting drivers traveling on S 40th Avenue of pedestrian crossing movements through multiple cues including unique, overhead flashing beacons, signage, and stop bars. The HAWK signal alternative would allow for pedestrians and bicyclists to safely cross S 40th Avenue during their dedicated pedestrian phase while northbound and southbound traffic is stopped. Eastbound and westbound traffic on W Chestnut Avenue would continue to be stop-controlled with turn restrictions. W Chestnut Avenue could be supplemented with flashing beacons activated by the HAWK signal restricting turns. It should be noted that the reported concerns regarding pedestrian safety at this intersection were related to vehicles on S 40th Avenue refusing to stop when pedestrians/bicyclists are crossing S 40th Avenue. While there is no guarantee that this improvement will provide a desirable and safe crossing for pedestrians/bicyclists given vehicles on S 40th Avenue may still refuse to stop when the HAWK signal is activated, the HAWK signal alternative is expected to be more effective at getting vehicles to stop for pedestrians/bicyclists than the existing RRFB system. • Vehicular Safety: The HAWK signal alternative is anticipated to have minimal impacts on vehicular safety at the S 40th Avenue/W Chestnut Avenue intersection. • Traffic Operations: The HAWK signal alternative is anticipated to have minimal impacts on traffic operations at the S 40th Avenue/W Chestnut Avenue intersection. • Right-of-Way Required: Preliminary design of the HAWK signal alternative anticipates that additional third-party right-of-way acquisitions would likely be required to complete the improvements. Formal topographic survey to confirm right of way boundaries would be required to verify right of way impacts. • Cost: The HAWK signal alternative is anticipated to be less costly than a full traffic signal at the S 40th Avenue/W Chestnut Avenue intersection but more costly than all other alternatives. Alternative 3 — Bike Reroute A Bike Reroute is a potential alternative to improve pedestrian and bicycle safety at the S 40th Avenue/W Chestnut Avenue intersection. Consideration was given to either reroute bicyclists to the S 40th Avenue/Summitview Avenue signalized intersection (north of 40th/Chestnut) or to the S 40th Avenue/Tieton Drive signalized intersection (south of 40th/Chestnut). Neither Tieton Drive nor Summitview Avenue include existing bicycle lanes. However, future bike lanes are only planned on Tieton Drive in the City's Bicycle Master Plan. Additionally, rerouting bicyclists to Tieton Drive versus Summitview Avenue from Chestnut Avenue would route bicyclists downhill versus uphill if bicycle lanes were ultimately constructed on Tieton Drive. Therefore, under the Bike Reroute Alternative, the recommended reroute would direct bicyclists to the S 40th Avenue/Tieton Drive signalized intersection located approximately one-quarter mile south of the S 40th Avenue/W Chestnut Avenue intersection. Bicyclists traveling eastbound on W Chestnut Avenue would utilize S 45th Avenue, a future Bicycle Boulevard, to access Tieton Drive. For westbound bicyclists on W Chestnut Avenue, the reroute would be directed through S 37th Avenue to Tieton Drive. The Bike Reroute alternative is included in Attachment F. The following considerations were evaluated at the S 40th Avenue/W Chestnut Avenue intersection with the Bike Reroute alternative: • Pedestrian/Bike Safety: The Bike Reroute alternative is expected to be a safer option for pedestrians and bicyclists. It would eliminate conflicts with vehicles at the S 40th Avenue/W Chestnut Avenue unsignalized intersection and instead direct bicyclists to the S 40th Avenue/Tieton Drive signalized intersection with a future dedicated bike lane and pedestrian crossings. T E N W June 8,2023 Page 13 26 Traffic Analysis and Potential Improvements 40th&Chestnut—Yakima,WA • Vehicular Safety: The Bike Reroute alternative would also improve vehicular safety by reducing conflicts between vehicles and bicyclists at the S 40th Avenue/W Chestnut Avenue intersection, reducing the number potential annual crashes. • Traffic Operations: The Bike Reroute alternative is anticipated to have minimal impacts on traffic operations at the S 40th Avenue/W Chestnut Avenue intersection. However, traffic operations may improve given vehicles will no longer need to yield to pedestrians and/or bicyclists. • Right-of-Way Required: The improvements associated with the Bike Reroute alternative are not anticipated to require additional third-party right-of-way acquisitions. Formal topographic survey to confirm right of way boundaries would be required to verify right of way impacts. • Cost: The Bike Reroute alternative is expected to be less costly than installing a traffic signal at the S 40th Avenue/W Chestnut Avenue intersection. The reroute would require minor signage and pavement markings to direct bicyclists to the S 40th Avenue/Tieton Drive. There would also be costs associated with removing the existing RRFB infrastructure and installing additional curbing on S 40th Avenue to prevent pedestrians and bicyclists from crossing S 40th Avenue at this intersection. Note, if this alternative is selected, it is recommended that the City evaluate the existing conditions of the roads utilized for reroute (S 45th Avenue, S 37th Avenue and Tieton Drive) to determine if improvements would be beneficial as part of the formal reroute. TENW is available to assist the City with this evaluation if desired. Alternative 4 — Road Diet with Refuge Island The Road Diet with Refuge Island is a potential alternative to improve pedestrian and bicycle safety at the S 40th Avenue/W Chestnut Avenue intersection. The Road Diet with Refuge Island alternative involves reducing the number of lanes to calm traffic and adding a Refuge Island, a raised area in the middle of the road that provides a safer crossing for pedestrians. The following factors were evaluated in relation to this alternative: • Pedestrian/Bike Safety: The Road Diet with Refuge Island alternative is expected to provide a safer option for pedestrians and bicyclists to cross S 40th Avenue. The refuge island would allow pedestrians and bicyclists the opportunity to cross the road in two stages, focusing on one direction of traffic at a time. In addition, the reduction in lanes would reduce speeds, making it easier for pedestrians and bicyclists to cross S 40th Avenue. • Vehicular Safety: The Road Diet with Refuge Island alternative is anticipated to have minimal impacts on vehicular safety at the S 40th Avenue/W Chestnut Avenue intersection. • Traffic Operations: Under the Road Diet with Refuge Island alternative, traffic operations are expected to degrade when compared to the existing conditions due to the reduction of travel lanes on S 40th Avenue from 4 to 3. Further analysis will be necessary to assess the feasibility and effectiveness of this alternative in meeting the desired level of service with the magnitude of traffic volume on S 40th Avenue. • Right-of-Way Required: The improvements associated with the Road Diet with Refuge Island alternative are not anticipated to require additional third-party right-of-way acquisitions to complete the improvements. Formal topographic survey to confirm right of way boundaries would be required to verify right of way impacts. • Cost: The Road Diet with Refuge Island alternative is anticipated to be less costly than a full traffic signal or a HAWK signal at the S 40th Avenue/W Chestnut Avenue intersection, but more costly than the Bike Reroute and RRFB enhancement alternatives. TENW June 8,2023 Page 14 27 Traffic Analysis and Potential Improvements 40th&Chestnut—Yakima,WA Alternative 5 — Enhance Existing RRFB Crosswalk RRFB enhancement is a potential alternative to improve pedestrian and bicycle safety at the S 40th Avenue/W Chestnut Avenue intersection. A Rectangular Rapid Hashing Beacon (RRFB) is a traffic control device that controls movements at an intersection or midblock for motorized and nonmotorized users. The beacons are only activated by nonmotorized users and alert vehicles when pedestrians are crossing the roadway. Vehicles are yielding to pedestrians with this treatment. The scale of RRFB system improvements can vary depending on the type of intersection or roadway and its associated users. The following considerations were evaluated with RRFB enhancement at the S 40rh Avenue/W Chestnut Avenue intersection: • Pedestrian/Bike Safety: The existing RRFB system at the S 40rh Avenue/W Chestnut Avenue intersection has been reported to provide insufficient safety for pedestrians and bicyclists crossing S 40th Avenue. The RRFB design can be enhanced with any of the following improvements: overhead signage and RRFB units for better visibility to all vehicular lanes, roadway-scale lights on each side of crosswalk to improve visibility of the crosswalk, reducing the crosswalks at the intersection from 2 to 1 , or an in-pavement warning light system. • Vehicular Safety: The RRFB enhancement alternative is anticipated to have minimal impacts on vehicular safety at the S 40th Avenue/W Chestnut Avenue intersection. • Traffic Operations: The RRFB enhancement alternative is anticipated to have minimal impacts on traffic operations at the S 40rh Avenue/W Chestnut Avenue intersection. • Right-of-Way Required: The improvements associated with enhancing the existing RRFB system are not anticipated to require additional third-party right-of-way acquisitions to complete the improvements. Formal topographic survey to confirm right of way boundaries would be required to verify right of way impacts. • Cost: The RRFB enhancement alternative is anticipated to be the least expensive improvement alternative at the S 40rh Avenue/W Chestnut Avenue intersection. Note that with any of the alternatives considered, it is recommended that the existing illumination at this intersection be upgraded to meet current City of Yakima lighting criteria; this would in turn have a positive effect on pedestrian, bicycle and vehicular safety at the S 40rh Avenue/W Chestnut Avenue intersection as part of any of the alternatives considered. If you have any questions about the information presented in this memorandum, please contact me at chandler@tenw.com or (760) 994-7376. cc: Chris Bicket, TENW Vice-President Jeff Schramm, TENW Principal Attachments TENW June 8,2023 Page 15 28 ATTACHMENT A Detailed Collision History OFFICER REPORTED CRASH ES THAT OCCURRED at OR in the vicinity of MULTIPLE ROAD SEGMENTS&INTERSECTION IN THE CITY OFYAKIMA 01/01/2016-12/31/2021 See 2nd tab below for road info Under 23 U.S.Code§148 and 23 U.S.Code§407,safety data,reports,surveys,schedules,lisa compiled or collected for the purpose ofidenn Jing,evaluatng,or planning the safety enhancement ofpotental crash sites,hazardous roadway condamns,or railway-highway crossings are not subject to discovery or adma ted into evidence m a Federal or State court proceeding or considered for other purposes m any acton for damages aramgfrom any occurrence at a locaton mentoned or addressed m such reports,surveys,schedules,list.,or data. COMP DIST DIR SR ONLY FROM FROM REFEREN HISTORY/ JURISDICTIO PRIMARY BLOCK INTERSECTING REF REF CE POINT MILEPOS SUSPENS REPORT MOST SEVERE INJURY N COUNTY CITY TRAFFICWAY NUMBER TRAFFICWAY POINT MI or FT POINT NAME T A/B E NUMBER DATE TIME TYPE M INJ#FAT#VEH#PEDS#BIKES VEHICLE 1TYPE VEHICLE 2 TYPE City Street Yakima Yakima N 40TH AVE 0 W CHESTNUT AVE No E630152 01/05/2017 16:14 No Appa rent Injury 0 0 2 0 0 Passenger Car Pickup,Pa nel Truck or Vanette under 10,000 lb Ciry Street Yakima Yakima N 40TH AVE 0 W CHESTNUT AVE No E550845 06/01/2016 15:08 No Appa rent Injury 0 0 2 0 0 Pickup,Pa nel Truck or Vanette under 10,000 lb Passenger Car Ciry Street Yakima Yakima N 40TH AVE 0 W CHESTNUT AVE No E678809 06/05/2017 14:06 Possible Injury 1 0 3 0 0 Passenger Car Passenger Car Ciry Street Yakima Yakima N 40TH AVE 2 W CHESTNUT AVE No EB25292 04/06/2021 22:13 No Appa rent Injury 0 0 1 0 0 Passenger Car Ciry Street Yakima Yakima N 40TH AVE 2 W CHESTNUT AVE No EA81388 11/08/2020 17:28 Suspected Serious Injury 2 0 3 0 O Passenger Car Pickup,Pa nel Truck or Vanette under 10,000 lb Ciry Street Yakima Yakima N 40TH AVE 0 W CHESTNUT AVE No E558311 06/27/2016 14:08 Possible Injury 1 0 2 0 0 Passenger Car Passenger Car Ciry Street Yakima Yakima N 40TH AVE 0 W CHESTNUT AVE No E574807 08/14/2016 22:56 No Appa rent Injury 0 0 1 0 0 Passenger Car Ciry Street Yakima Yakima N 40TH AVE 0 W CHESTNUT AVE No E644376 02/20/2017 15:40 Possible Injury 1 0 2 0 0 Passenger Car Pickup,Pa nel Truck or Vanette under 10,000 lb Ciry Street Yakima Yakima N 40TH AVE 0 W CHESTNUT AVE No E590999 09/30/2016 20:30 Possible Injury 1 0 2 0 0 Passenger Car Pickup,Pa nel Truck or Vanette under 10,000 lb Ciry Street Yakima Yakima N 40TH AVE 0 W CHESTNUT AVE No E630537 01/10/2017 14:12 No Appa rent Injury 0 0 2 0 0 Passenger Car Pickup,Pa nel Truck or Vanette under 10,000 lb Ciry Street Yakima Yakima N 40TH AVE 0 W CHESTNUT AVE No E658190 03/31/2017 14:18 Possible Injury 1 0 2 0 0 Passenger Car Pickup,Pa nel Truck or Vanette under 10,000 lb Ciry Street Yakima Yakima S 40TH AVE 0 W CHESTNUT AVE No E783767 03/17/2018 22:30 Possible Injury 1 0 2 0 0 Pickup,Pa nel Truck or Vanette under 10,000 lb Passenger Car Ciry Street Yakima Yakima S 40TH AVE 0 W CHESTNUT AVE No E566910 07/20/2016 10:29 No Appa rent Injury 0 0 2 0 0 Passenger Car Passenger Car Ciry Street Yakima Yakima S 40TH AVE 0 W CHESTNUT AVE No E610693 11/16/2016 20:12 No Appa rent Injury 0 0 3 0 0 Pickup,Pa nel Truck or Vanette under 10,000 lb Passenger Car Ciry Street Yakima Yakima S 40TH AVE 0 W CHESTNUT AVE No E614073 11/29/2016 16:38 No Appa rent Injury 0 0 2 0 0 Passenger Car Passenger Car Ciry Street Yakima Yakima S 40TH AVE 0 W CHESTNUT AVE No E608795 11/05/2016 16:41 No Appa rent Injury 0 0 2 0 0 Pickup,Pa nel Truck or Vanette under 10,000 lb Passenger Car Ciry Street Yakima Yakima S 40TH AVE 0 W CHESTNUT AVE No E655642 03/18/2017 11:30 No Appa rent Injury 0 0 2 0 0 Passenger Car Pickup,Panel Truck or Vanette under 10,000 lb Ciry Street Yakima Yakima W CHESTNUT AVE 0 N 40TH AVE No E712868 09/12/2017 18:52 No Appa rent Injury 0 0 2 0 0 Passenger Car Passenger Car Ciry Street Yakima Yakima W CHESTNUT AVE 4000 N 40TH AVE No E574788 08/16/2016 00:57 No Appa rent Injury 0 0 1 0 0 Pickup,Pa nel Truck or Vanette under 10,000 lb Ciry Street Yakima Yakima W CHESTNUT AVE 4000 N 40TH AVE No E588804 09/26/2016 10:43 Suspected Minor Injury 1 0 1 1 O Passenger Car Ciry Street Yakima Yakima W CHESTNUT AVE 0 S 40TH AVE No E713176 09/18/2017 08:35 No Appa rent Injury 0 0 2 0 0 Pickup,Pa nel Truck or Vanette under 10,000 lb Pickup,Panel Truck or Vanette under 10,000 lb 30 ATTACHMENT B Level of Service (LOS) Calculations 31 Level of Service Methodology Level of Service (LOS) generally refers to the degree of congestion at an intersection. It is a measure of vehicle operating speed, travel time, travel delays, and driving comfort. A letter scale from A to F generally describes intersection LOS. Signalized Intersection LOS represents the average control delay (sec/veh) and can be reported for the overall intersection, for each approach, and for each lane group (additional v/c ratio criteria apply to lane group LOS only). The table below outlines the HCM (6th Edition) LOS criteria for signalized intersections. LOS Criteria for Signalized Intersections ' Control Delay Level of (sec/veh) Service 2 General Description 3 <_10 A Exceptionally Favorable Progression (or very short cycle lengths)-Most vehicles arrive during the green indication and travel through the intersection without stopping. > 10 to<_20 g Highly Favorable Progression (or short cycle lengths)-While more vehicles than LOS A stop,most vehicles still pass through the intersection without stopping. >20 to<_35 C Favorable Progression (or moderate cycle lengths)-Individual cycle failures begin to appear,but many vehicles still pass through the intersection without stopping. >35 to<_55 D Ineffective Progression (or long cycle lengths)-Many vehicles stop and individual cycle failures are noticeable. >55 to<_80 E Unfavorable Progression (and long cycle lengths)-Individual cycle failures are frequent. >80 F Very Poor Progression (and long cycle lengths)-Most cycles fail to clear the queue at this level. 1 Source:Highway Capacity Manual 6th Edition,Transportation Research Board,2016. 2 If the volume-to-capacity(v/c) ratio for a lane group exceeds 1.0,LOS F is assigned to the individual lane group. For approach-based and intersection-wide assessments at signals,LOS is defined solely by control delay. 3 Individual cycle failures:one or more queued vehicles are not able to depart as a result of insufficient capacity during the cycle. Synchro 1 1 and/or HCM 2000 LOS methodology may be used when HCM 6th Edition methodology is not supported at an intersection (i.e., intersection geometry and/or custom phasing) or jurisdictional standards require use of an alternative methodology. Unsignalized Intersection LOS (two-way stop control, all-way stop control, and roundabouts) is based on the average control delay. For two-way stop-controlled intersections, the LOS criteria apply to each controlled minor-street approach, controlled minor-street lane group, and controlled major-street movement (additional v/c ratio criteria apply to lane group LOS only). LOS is not calculated for major-street approaches or for the intersection as a whole at two-way stop-controlled intersections. For all-way stop-controlled intersections and roundabouts, LOS can be reported for the overall intersection, for each approach, and for each lane group (additional v/c ratio criteria apply to lane group LOS only). The table below outlines the HCM (6th Edition) LOS criteria for unsignalized intersections based on these methodologies. LOS Criteria for Unsignalized Intersections' Control Delay(sec/veh) Level of Service 2 <_10 A > l0to<_15 B > l5to<_25 C >25to<_35 D >35to<_50 E >50 F 1 Source:Highway Capacity Manual 6th Edition,Transportation Research Board,2016. 2 If the volume-to-capacity(v/c) ratio for a lane group exceeds 1.0,LOS F is assigned to the individual lane group.For approach-based and intersection-wide assessments at unsignalized intersections,LOS is defined solely by control delay. 32 Lanes, Volumes, Timings 1: S 40th ave & W Chestnut Ave I 05/25/2023 } Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume(vph) 0 0 36 0 0 6 0 708 12 0 798 10 Future Volume(vph) 0 0 36 0 0 6 0 708 12 0 798 10 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade(%) 3% -3% 5% -5% Link Speed(mph) 20 20 35 35 Link Distance(ft) 368 613 322 443 Travel Time(s) 12.5 20.9 6.3 8.6 Confl.Peds.(#/hr) 2 2 2 2 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles(%) 3% 3% 3% 0% 0% 0% 2% 2% 2% 3% 3% 3% Shared Lane Traffic(%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type:Unsignalized 40th&Chestnut Synchro 11 Report 2023 Existing(March 7)-AM Peak Hour Page 1 33 HCM 6th TWSC 1: S 40th ave & W Chestnut Ave 05/25/2023 Intersection Int Delay,s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations >_3 Traffic Vol,veh/h 0 36 0 0 6 0 708 12 0 798 10 Future Vol,veh/h 0 0 36 0 0 6 0 708 12 0 798 10 Conflicting Peds,#/hr 0 0 2 2 0 0 2 0 0 0 0 2 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 0 Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 3 - - -3 - - 5 - - -5 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles,% 3 3 3 0 0 0 2 2 2 3 3 3 Mvmt Flow 0 0 42 0 0 7 0 833 14 0 939 12 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All - - 480 - - 424 - 0 0 - - 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 7.26 - - 6.6 - - - - - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 3.33 - - 3.3 - - - - - - Pot Cap-1 Maneuver 0 0 509 0 0 605 0 - - 0 - - Stage 1 0 0 - 0 0 - 0 - - 0 - - Stage 2 0 0 - 0 0 - 0 - - 0 - - Platoon blocked,% - - - - Mov Cap-1 Maneuver - - 507 - - 605 - - - - - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay,s 12.7 11 0 0 HCM LOS B B Minor Lane/Major Mvmt NBT NBR EBLn1 WBLn1 SBT SBR Capacity(veh/h) - - 507 605 - - HCM Lane V/C Ratio - - 0.084 0.012 - - HCM Control Delay(s) - - 12.7 11 - - HCM Lane LOS - - B B - - HCM 95th%tile Q(veh) - - 0.3 0 - - 40th&Chestnut Synchro 11 Report 2023 Existing(March 7)-AM Peak Hour Page 2 34 Lanes, Volumes, Timings 1: S 40th ave & W Chestnut Ave I 05/25/2023 } Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume(vph) 0 0 34 0 0 21 0 938 17 0 872 49 Future Volume(vph) 0 0 34 0 0 21 0 938 17 0 872 49 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade(%) 3% -3% 5% -5% Link Speed(mph) 20 20 35 35 Link Distance(ft) 368 613 322 443 Travel Time(s) 12.5 20.9 6.3 8.6 Confl.Peds.(#/hr) 2 2 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles(%) 0% 0% 0% 0% 0% 0% 1% 1% 1% 1% 1% 1% Shared Lane Traffic(%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type:Unsignalized 40th&Chestnut Synchro 11 Report 2023 Existing(March 7)-PM Peak Hour Page 1 35 HCM 6th TWSC 1: S 40th ave & W Chestnut Ave 05/25/2023 Intersection Int Delay,s/veh 0.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 34 0 0 21 0 938 17 0 872 49 Future Vol,veh/h 0 0 34 0 0 21 0 938 17 0 872 49 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 2 2 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 0 Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 3 - - -3 - - 5 - - -5 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles,% 0 0 0 0 0 0 1 1 1 1 1 1 Mvmt Flow 0 0 37 0 0 23 0 1009 18 0 938 53 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All - - 496 - - 516 - 0 0 - - 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 7.2 - - 6.6 - - - - - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 3.3 - - 3.3 - - - - - - Pot Cap-1 Maneuver 0 0 503 0 0 532 0 - - 0 - - Stage 1 0 0 - 0 0 - 0 - - 0 - - Stage 2 0 0 - 0 0 - 0 - - 0 - - Platoon blocked,% - - - - Mov Cap-1 Maneuver - - 503 - - 531 - - - - - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay,s 12.7 12.1 0 0 HCM LOS B B Minor Lane/Major Mvmt NBT NBR EBLn1 WBLn1 SBT SBR Capacity(veh/h) - - 503 531 - - HCM Lane V/C Ratio - - 0.073 0.043 - - HCM Control Delay(s) - - 12.7 12.1 - - HCM Lane LOS - - B B - - HCM 95th%tile Q(veh) - - 0.2 0.1 - - 40th&Chestnut Synchro 11 Report 2023 Existing(March 7)-PM Peak Hour Page 2 36 Lanes, Volumes, Timings 1: S 40th ave & W Chestnut Ave I 05/25/2023 } Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume(vph) 0 0 40 0 0 7 0 726 11 0 827 24 Future Volume(vph) 0 0 40 0 0 7 0 726 11 0 827 24 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade(%) 3% -3% 5% -5% Link Speed(mph) 20 20 35 35 Link Distance(ft) 368 613 322 443 Travel Time(s) 12.5 20.9 6.3 8.6 Confl.Peds.(#/hr) 3 3 3 3 3 2 2 3 Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Heavy Vehicles(%) 3% 3% 3% 0% 0% 0% 5% 5% 5% 3% 3% 3% Shared Lane Traffic(%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type:Unsignalized 40th&Chestnut Synchro 11 Report 2023 Existing(March 8)-AM Peak Hour Page 1 37 HCM 6th TWSC 1: S 40th ave & W Chestnut Ave 05/25/2023 Intersection Int Delay,s/veh 0.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations >_3 Traffic Vol,veh/h 0 40 0 0 7 0 726 11 0 827 24 Future Vol,veh/h 0 0 40 0 0 7 0 726 11 0 827 24 Conflicting Peds,#/hr 3 0 3 3 0 3 3 0 2 2 0 3 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 0 Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 3 - - -3 - - 5 - - -5 - Peak Hour Factor 84 84 84 84 84 84 84 84 84 84 84 84 Heavy Vehicles,% 3 3 3 0 0 0 5 5 5 3 3 3 Mvmt Flow 0 0 48 0 0 8 0 864 13 0 985 29 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All - - 513 - - 444 - 0 0 - - 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 7.26 - - 6.6 - - - - - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 3.33 - - 3.3 - - - - - - Pot Cap-1 Maneuver 0 0 483 0 0 588 0 - - 0 - - Stage 1 0 0 - 0 0 - 0 - - 0 - - Stage 2 0 0 - 0 0 - 0 - - 0 - - Platoon blocked,% - - - - Mov Cap-1 Maneuver - - 480 - - 585 - - - - - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay,s 13.3 11.2 0 0 HCM LOS B B Minor Lane/Major Mvmt NBT NBR EBLn1 WBLn1 SBT SBR Capacity(veh/h) - - 480 585 - - HCM Lane V/C Ratio - - 0.099 0.014 - - HCM Control Delay(s) - - 13.3 11.2 - - HCM Lane LOS - - B B - - HCM 95th%tile Q(veh) - - 0.3 0 - - 40th&Chestnut Synchro 11 Report 2023 Existing(March 8)-AM Peak Hour Page 2 38 Lanes, Volumes, Timings 1: S 40th ave & W Chestnut Ave I 05/25/2023 } Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume(vph) 0 0 25 0 0 17 0 906 11 0 859 48 Future Volume(vph) 0 0 25 0 0 17 0 906 11 0 859 48 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade(%) 3% -3% 5% -5% Link Speed(mph) 20 20 35 35 Link Distance(ft) 368 613 322 443 Travel Time(s) 12.5 20.9 6.3 8.6 Confl.Peds.(#/hr) 5 5 2 2 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Heavy Vehicles(%) 0% 0% 0% 6% 6% 6% 1% 1% 1% 1% 1% 1% Shared Lane Traffic(%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type:Unsignalized 40th&Chestnut Synchro 11 Report 2023 Existing(March 8)-PM Peak Hour Page 1 39 HCM 6th TWSC 1: S 40th ave & W Chestnut Ave 05/25/2023 Intersection Int Delay,s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 25 0 0 17 0 906 11 0 859 48 Future Vol,veh/h 0 0 25 0 0 17 0 906 11 0 859 48 Conflicting Peds,#/hr 5 0 0 0 0 5 0 0 2 2 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 0 Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 3 - - -3 - - 5 - - -5 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles,% 0 0 0 6 6 6 1 1 1 1 1 1 Mvmt Flow 0 0 26 0 0 18 0 934 11 0 886 49 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All - - 468 - - 480 - 0 0 - - 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 7.2 - - 6.72 - - - - - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 3.3 - - 3.36 - - - - - - Pot Cap-1 Maneuver 0 0 526 0 0 543 0 - - 0 - - Stage 1 0 0 - 0 0 - 0 - - 0 - - Stage 2 0 0 - 0 0 - 0 - - 0 - - Platoon blocked,% - - - - Mov Cap-1 Maneuver - - 526 - - 539 - - - - - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay,s 12.2 11.9 0 0 HCM LOS B B Minor Lane/Major Mvmt NBT NBR EBLn1 WBLn1 SBT SBR Capacity(veh/h) - - 526 539 - - HCM Lane V/C Ratio - - 0.049 0.033 - - HCM Control Delay(s) - - 12.2 11.9 - - HCM Lane LOS - - B B - - HCM 95th%tile Q(veh) - - 0.2 0.1 - - 40th&Chestnut Synchro 11 Report 2023 Existing(March 8)-PM Peak Hour Page 2 40 Lanes, Volumes, Timings 1: S 40th ave & W Chestnut Ave I 05/25/2023 } Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume(vph) 0 0 43 0 0 7 0 725 13 0 777 16 Future Volume(vph) 0 0 43 0 0 7 0 725 13 0 777 16 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade(%) 3% -3% 5% -5% Link Speed(mph) 20 20 35 35 Link Distance(ft) 368 613 322 443 Travel Time(s) 12.5 20.9 6.3 8.6 Confl.Peds.(#/hr) 1 1 3 1 1 3 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Heavy Vehicles(%) 2% 2% 2% 0% 0% 0% 3% 3% 3% 3% 3% 3% Shared Lane Traffic(%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type:Unsignalized 40th&Chestnut Synchro 11 Report 2023 Existing(March 9)-AM Peak Hour Page 1 41 HCM 6th TWSC 1: S 40th ave & W Chestnut Ave 05/25/2023 Intersection Int Delay,s/veh 0.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations >_3 Traffic Vol,veh/h 0 43 0 0 7 0 725 13 0 777 16 Future Vol,veh/h 0 0 43 0 0 7 0 725 13 0 777 16 Conflicting Peds,#/hr 0 0 1 1 0 0 3 0 1 1 0 3 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 0 Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 3 - - -3 - - 5 - - -5 - Peak Hour Factor 80 80 80 80 80 80 80 80 80 80 80 80 Heavy Vehicles,% 2 2 2 0 0 0 3 3 3 3 3 3 Mvmt Flow 0 0 54 0 0 9 0 906 16 0 971 20 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All - - 500 - - 462 - 0 0 - - 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 7.24 - - 6.6 - - - - - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 3.32 - - 3.3 - - - - - - Pot Cap-1 Maneuver 0 0 495 0 0 574 0 - - 0 - - Stage 1 0 0 - 0 0 - 0 - - 0 - - Stage 2 0 0 - 0 0 - 0 - - 0 - - Platoon blocked,% - - - - Mov Cap-1 Maneuver - - 493 - - 573 - - - - - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay,s 13.2 11.4 0 0 HCM LOS B B Minor Lane/Major Mvmt NBT NBR EBLn1 WBLn1 SBT SBR Capacity(veh/h) - - 493 573 - - HCM Lane V/C Ratio - - 0.109 0.015 - - HCM Control Delay(s) - - 13.2 11.4 - - HCM Lane LOS - - B B - - HCM 95th%tile Q(veh) - - 0.4 0 - - 40th&Chestnut Synchro 11 Report 2023 Existing(March 9)-AM Peak Hour Page 2 42 Lanes, Volumes, Timings 1: S 40th ave & W Chestnut Ave I 05/25/2023 } Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume(vph) 0 0 37 0 0 11 0 907 17 0 914 31 Future Volume(vph) 0 0 37 0 0 11 0 907 17 0 914 31 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade(%) 3% -3% 5% -5% Link Speed(mph) 20 20 35 35 Link Distance(ft) 368 613 322 443 Travel Time(s) 12.5 20.9 6.3 8.6 Confl.Peds.(#/hr) 3 3 1 1 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Heavy Vehicles(%) 8% 8% 8% 9% 9% 9% 2% 2% 2% 3% 3% 3% Shared Lane Traffic(%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type:Unsignalized 40th&Chestnut Synchro 11 Report 2023 Existing(March 9)-PM Peak Hour Page 1 43 HCM 6th TWSC 1: S 40th ave & W Chestnut Ave 05/25/2023 Intersection Int Delay,s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 0 37 0 0 11 0 907 17 0 914 31 Future Vol,veh/h 0 0 37 0 0 11 0 907 17 0 914 31 Conflicting Peds,#/hr 0 0 3 3 0 0 1 0 0 0 0 1 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 0 Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 3 - - -3 - - 5 - - -5 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles,% 8 8 8 9 9 9 2 2 2 3 3 3 Mvmt Flow 0 0 39 0 0 11 0 945 18 0 952 32 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All - - 496 - - 482 - 0 0 - - 0 Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Critical Hdwy - - 7.36 - - 6.78 - - - - - - Critical Hdwy Stg 1 - - - - - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - - Follow-up Hdwy - - 3.38 - - 3.39 - - - - - - Pot Cap-1 Maneuver 0 0 483 0 0 533 0 - - 0 - - Stage 1 0 0 - 0 0 - 0 - - 0 - - Stage 2 0 0 - 0 0 - 0 - - 0 - - Platoon blocked,% - - - - Mov Cap-1 Maneuver - - 481 - - 533 - - - - - - Mov Cap-2 Maneuver - - - - - - - - - - - - Stage 1 - - - - - - - - - - - - Stage 2 - - - - - - - - - - - - Approach EB WB NB SB HCM Control Delay,s 13.1 11.9 0 0 HCM LOS B B Minor Lane/Major Mvmt NBT NBR EBLn1 WBLn1 SBT SBR Capacity(veh/h) - - 481 533 - - HCM Lane V/C Ratio - - 0.08 0.021 - - HCM Control Delay(s) - - 13.1 11.9 - - HCM Lane LOS - - B B - - HCM 95th%tile Q(veh) - - 0.3 0.1 - - 40th&Chestnut Synchro 11 Report 2023 Existing(March 9)-PM Peak Hour Page 2 44 Lanes, Volumes, Timings 1: S 40th ave & W Chestnut Ave I 05/25/2023 } Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume(vph) 40 7 67 23 6 3 20 732 16 15 719 15 Future Volume(vph) 40 7 67 23 6 3 20 732 16 15 719 15 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade(%) 3% -3% 5% -5% Link Speed(mph) 20 20 35 35 Link Distance(ft) 368 613 322 443 Travel Time(s) 12.5 20.9 6.3 8.6 Confl.Peds.(#/hr) 2 2 2 2 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles(%) 3% 3% 3% 0% 0% 0% 2% 2% 2% 3% 3% 3% Shared Lane Traffic(%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type:Unsignalized 40th&Chestnut Synchro 11 Report 2023 Existing(without restrictions)-AM Peak Hour Page 1 45 HCM 6th TWSC 1: S 40th ave & W Chestnut Ave 05/25/2023 Intersection Int Delay,s/veh 10.6 Movement y EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 40 7 67 23 6 3 20 732 16 15 719 15 Future Vol,veh/h 40 7 67 23 6 3 20 732 16 15 719 15 Conflicting Peds,#/hr 0 0 2 2 0 0 2 0 0 0 0 2 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 3 - - -3 - - 5 - - -5 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles,% 3 3 3 0 0 0 2 2 2 3 3 3 Mvmt Flow 47 8 79 27 7 4 24 861 19 18 846 18 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 1375 1821 436 1384 1821 440 866 0 0 880 0 0 Stage 1 893 893 - 919 919 - - - - - - - Stage 2 482 928 - 465 902 - - - - - - - Critical Hdwy 8.16 7.16 7.26 6.9 5.9 6.6 4.14 - - 4.16 - - Critical Hdwy Stg 1 7.16 6.16 - 5.9 4.9 - - - - - - - Critical Hdwy Stg 2 7.16 6.16 - 5.9 4.9 - - - - - - - Follow-up Hdwy 3.53 4.03 3.33 3.5 4 3.3 2.22 - - 2.23 - - Pot Cap-1 Maneuver 82 56 545 132 106 592 773 - - 757 - - Stage 1 259 307 - 345 411 - - - - - - - Stage 2 491 293 - 597 417 - - - - - - - Platoon blocked,% - - - - Mov Cap-1 Maneuver 71 50 543 91 95 592 772 - - 757 - - Mov Cap-2 Maneuver 71 50 - 91 95 - - - - - - - Stage 1 243 292 - 324 386 - - - - - - - Stage 2 450 275 - 472 397 - - - - - - - Approach EB WB NB SB HCM Control Delay,s 131.8 61.3 0.5 0.4 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity(veh/h) 772 - - 138 100 757 - - HCM Lane V/C Ratio 0.03 - - 0.972 0.376 0.023 - - HCM Control Delay(s) 9.8 0.3 - 131.8 61.3 9.9 0.2 - HCM Lane LOS A A - F F A A - HCM 95th%tile Q(veh) 0.1 - - 6.9 1.5 0.1 - - 40th&Chestnut Synchro 11 Report 2023 Existing(without restrictions)-AM Peak Hour Page 2 46 Lanes, Volumes, Timings 1: S 40th ave & W Chestnut Ave I 05/25/2023 } Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume(vph) 27 21 34 26 19 26 39 1101 26 34 1077 69 Future Volume(vph) 27 21 34 26 19 26 39 1101 26 34 1077 69 Ideal Flow(vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade(%) 3% -3% 5% -5% Link Speed(mph) 20 20 35 35 Link Distance(ft) 368 613 322 443 Travel Time(s) 12.5 20.9 6.3 8.6 Confl.Peds.(#/hr) 2 2 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Heavy Vehicles(%) 0% 0% 0% 0% 0% 0% 1% 1% 1% 1% 1% 1% Shared Lane Traffic(%) Sign Control Stop Stop Free Free Intersection Summary Area Type: Other Control Type:Unsignalized 40th&Chestnut Synchro 11 Report 2023 Existing(without restrictions)-PM Peak Hour Page 1 47 HCM 6th TWSC 1: S 40th ave & W Chestnut Ave 05/25/2023 Intersection Int Delay,s/veh 115.4 Movement I EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol,veh/h 27 21 34 26 19 26 39 1101 26 34 1077 69 Future Vol,veh/h 27 21 34 26 19 26 39 1101 26 34 1077 69 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 2 2 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 3 - - -3 - - 5 - - -5 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles,% 0 0 0 0 0 0 1 1 1 1 1 1 Mvmt Flow 29 23 37 28 20 28 42 1184 28 37 1158 74 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 1955 2567 616 1949 2590 608 1232 0 0 1214 0 0 Stage 1 1269 1269 - 1284 1284 - - - - - - - Stage 2 686 1298 - 665 1306 - - - - - - - Critical Hdwy 8.1 7.1 _ 7.2 6.9 5.9 6.6 4.12 - - 4.12 - - Critical Hdwy Stg 1 7.1 6.1 - 5.9 4.9 - - - - - - - Critical Hdwy Stg 2 7.1 6.1 - 5.9 4.9 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.21 - - 2.21 - - Pot Cap-1 Maneuver -28 -17 416 55 39 467 567 - - 576 - - Stage 1 147 196 - 220 294 - - - - - - - Stage 2 364 188 - 470 288 - - - - - - - Platoon blocked,% - - - - Mov Cap-1 Maneuver -6 -10 416 - 24 466 567 - - 575 - - Mov Cap-2 Maneuver -6 -10 - - 24 - - - - - - - Stage 1 113 155 - 169 226 - - - - - - - Stage 2 240 145 - 290 228 - - - - - - - Approach EB WB NB SB HCM Control Delay,s $3474.4 1.6 1.3 HCM LOS F - Minor Lane/Major Mvmt NBL NBT NBR EBLn1 WBLn1 SBL SBT SBR Capacity(veh/h) 567 - - 12 - 575 - - HCM Lane V/C Ratio 0.074 - - 7.348 - 0.064 - - HCM Control Delay(s) 11.9 1.3 $3474.4 - 11.7 1.1 - HCM Lane LOS B A - F - B A - HCM 95th%tile Q(veh) 0.2 - - 12.2 - 0.2 - - Notes -:Volume exceeds capacity $:Delay exceeds 300s +:Computation Not Defined *:All major volume in platoon 40th&Chestnut Synchro 11 Report 2023 Existing(without restrictions)-PM Peak Hour Page 2 48 ATTACHMENT C Existing Volumes www.idaxdata.com 49 S 40th Ave tit) W Chestnut Ave 11 Date: 03/07/2023 N Peak Hour Count Period: 12:00 AM to 6:00 AM Peak Hour: 5:00 AM to 6:00 AM j ("2,1 i«) o 0 000 co 1 i W Chestnut Ave II 14 2 JLqi1rHi ' <- 0 TEV: 352 1 0 J o • L 0 0 � PHF: 0.62 0 O‘O 0-I 4 0~ oO 'A o ~0 0 0 0 4 V r0 � 4 1 W Chestnut Ave fil I r a.) tirr 000 HV%: PHF o 71- EB 0.0% 0.33 IY, 1� WB 0.0% 0.42 O O iii NB 1.1/0 0.74 SB 4.2% 0.52 TOTAL 2.6% 0.62 Six-Hour Count Summaries W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 5:00 AM 0 0 0 0 0 0 0 2 0 0 18 0 0 0 15 0 35 0 5:15 AM 0 0 0 1 0 0 0 0 0 0 40 1 0 0 29 0 71 0 5:30 AM 0 0 0 0 0 0 1 2 0 0 59 0 0 0 41 1 104 0 5:45 AM 0 0 0 3 0 0 0 0 0 0 60 0 0 0 79 0 142 352 All 0 0 0 4 0 0 1 4 0 0 177 1 0 0 164 1 352 0 Peak HV 0 0 0 0 0 0 0 0 0 0 2 0 0 0 7 0 9 0 Hour HV% - - - 0% - - 0% 0% - - 1% 0% - - 4% 0% 3% 0 Note:For all three-hour count summary,see next page. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 5:00 AM 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 5:15AM 0 0 0 4 4 0 0 0 0 0 0 0 0 0 0 5:30 AM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 5:45 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 2 7 9 0 0 0 0 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com 50 Six-Hour Count Summaries W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 12:00 AM 0 0 0 0 0 0 0 1 0 0 9 0 0 0 11 2 23 0 12:15AM 0 0 0 0 0 0 0 0 0 0 15 0 0 0 11 0 26 0 12:30 AM 0 0 0 0 0 0 0 0 0 0 5 0 0 0 6 0 11 0 12:45 AM 0 0 0 0 0 0 0 0 0 0 10 0 0 0 7 0 17 77 1:00 AM 0 0 0 0 0 0 0 1 0 0 4 0 0 0 6 0 11 65 1:15AM 0 0 0 0 0 0 0 0 0 0 3 0 0 0 4 0 7 46 1:30 AM 0 0 0 0 0 0 0 0 0 0 3 0 0 0 7 0 10 45 1:45 AM 0 0 0 0 0 0 0 0 0 0 3 0 0 0 2 0 5 33 2:00 AM 0 0 0 0 0 0 0 0 0 0 6 0 0 0 9 0 15 37 2:15AM 0 0 0 0 0 0 0 0 0 0 4 0 0 0 1 0 5 35 2:30 AM 0 0 0 0 0 0 0 0 0 0 11 0 0 0 6 0 17 42 2:45 AM 0 0 0 1 0 0 0 0 0 0 5 0 0 0 2 0 8 45 3:00 AM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 5 0 7 37 3:15AM 0 0 0 0 0 0 0 0 0 0 5 0 0 0 5 0 10 42 3:30 AM 0 0 0 2 0 0 0 0 0 0 13 0 0 0 11 0 26 51 3:45 AM 0 0 0 0 0 0 0 0 0 0 11 0 0 0 10 1 22 65 4:00 AM 0 0 0 0 0 0 0 0 0 0 14 0 0 0 7 0 21 79 4:15AM 0 0 0 0 0 0 0 1 0 0 20 1 0 0 6 0 28 97 4:30 AM 0 0 0 1 0 0 0 0 0 0 30 0 0 0 11 1 43 114 4:45 AM 0 0 0 1 0 0 0 0 0 0 24 0 0 0 23 0 48 140 5:00 AM 0 0 0 0 0 0 0 2 0 0 18 0 0 0 15 0 35 154 5:15 AM 0 0 0 1 0 0 0 0 0 0 40 1 0 0 29 0 71 197 5:30 AM 0 0 0 0 0 0 1 2 0 0 59 0 0 0 41 1 104 258 5:45 AM 0 0 0 3 0 0 0 0 0 0 60 0 0 0 79 0 142 352 Count Total 0 0 0 9 0 0 1 7 0 0 374 2 0 0 314 5 712 0 All 0 0 0 4 0 0 1 4 0 0 177 1 0 0 164 1 352 0 Peak HV 0 0 0 0 0 0 0 0 0 0 2 0 0 0 7 0 9 0 Hour HV% - - - 0% - - 0% 0% - - 1% 0% - - 4% 0% 3% 0 Note:Six-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 12:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 12:15AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 3:15AM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 3:30 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 3:45 AM 0 0 1 2 3 0 0 0 0 0 0 0 0 0 0 4:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15AM 0 0 1 1 2 0 0 0 0 0 0 0 0 1 1 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 AM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 5:15AM 0 0 0 4 4 0 0 0 0 0 0 0 0 0 0 5:30 AM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 5:45 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 5 18 23 0 0 0 0 0 0 1 0 1 2 Peak Hour 0 0 2 7 9 0 0 0 0 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com 51 S 40th Ave tit) W Chestnut Ave 11 Date: 03/07/2023 N Peak Hour Count Period: 6:00 AM to 12:00 PM Peak Hour: 7:15 AM to 8:15 AM ico o o 0 000 4 1 L U W Chestnut Ave 1 4 0 6 / g000D..> N 1 n 0 0� TEV: 1,570 I 0 (t 0J o 0 . o L0 A 3 ) PHF: 0.85 0 0,., 2 o_cl it co -0 Oo Q 36 , 0 Z 2 V r W Chestnut Aveni gyp I 1 <fl0000a.... 0 0 N .1 r r 000 L HV%: PHF o 71- EB 2.8% 0.69 cc WB 0.0% 0.38 010 J/ T� NB 2.4% 0.89 SB 2.8% 0.82 TOTAL 2.6% 0.85 Six-Hour Count Summaries W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:15AM 0 0 0 9 0 0 0 0 0 0 148 4 0 0 186 0 347 0 7:30AM 0 0 0 5 0 0 0 4 0 0 185 4 0 0 241 2 441 0 7:45AM 0 0 0 13 0 0 0 1 0 0 200 3 0 0 243 3 463 0 8:00AM 0 0 0 9 0 0 0 1 0 0 175 1 0 0 128 5 319 1,570 All 0 0 0 36 0 0 0 6 0 0 708 12 0 0 798 10 1,570 0 Peak HV 0 0 0 1 0 0 0 0 0 0 15 2 0 0 23 0 41 0 Hour HV% - - - 3% - - - 0% - - 2% 17% - - 3% 0% 3% 0 Note:For all three-hour count summary,see next page. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 7:15AM 0 0 6 13 19 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 4 5 9 1 0 0 0 1 0 1 0 1 2 7:45 AM 1 0 4 3 8 1 0 0 0 1 0 0 0 1 1 8:00 AM 0 0 3 2 5 0 0 0 0 0 0 1 0 0 1 Peak Hour 1 0 17 23 41 2 0 0 0 2 0 2 0 2 4 project.manager.wa@idaxdata.com www.idaxdata.com 52 Six-Hour Count Summaries W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Souhbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 6:00 AM 0 0 0 5 0 0 0 1 0 0 69 1 0 0 58 0 134 0 6:15 AM 0 0 0 1 0 0 0 1 0 0 93 1 0 0 91 0 187 0 6:30 AM 0 0 0 4 0 0 0 2 0 0 108 0 0 0 133 1 248 0 6:45 AM 0 0 0 7 0 0 0 4 0 0 123 0 0 0 138 1 273 842 7:00 AM 0 0 0 3 0 0 0 3 0 0 108 1 0 0 132 3 250 958 7:15 AM 0 0 0 9 0 0 0 0 0 0 148 4 0 0 186 0 347 1,118 7:30AM 0 0 0 5 0 0 0 4 0 0 185 4 0 0 241 2 441 1,311 7:45AM 0 0 0 13 0 0 0 1 0 0 200 3 0 0 243 3 463 1,501 8:00 AM 0 0 0 9 0 0 0 1 0 0 175 1 0 0 128 5 319 1,570 8:15 AM 0 0 0 7 0 0 0 6 0 0 155 2 0 0 121 4 295 1,518 8:30 AM 0 0 0 3 0 0 0 1 0 0 135 1 0 0 149 1 290 1,367 8:45 AM 0 0 0 2 0 0 0 4 0 0 148 1 0 0 189 2 346 1,250 9:00 AM 0 0 0 0 0 0 0 2 0 0 138 2 0 0 155 1 298 1,229 9:15 AM 0 0 0 5 0 0 0 1 0 0 144 1 0 0 148 4 303 1,237 9:30 AM 0 0 0 6 0 0 0 0 0 0 156 1 0 0 136 1 300 1,247 9:45 AM 0 0 0 1 0 0 0 1 0 0 141 1 0 0 179 3 326 1,227 10:OOAM 0 0 0 5 0 0 0 4 0 0 124 2 0 0 166 6 307 1,236 10:15AM 0 0 0 8 0 0 0 2 0 0 139 1 0 0 186 5 341 1,274 10:30AM 0 0 0 2 0 0 0 2 0 0 135 2 0 0 179 0 320 1,294 10:45AM 0 0 0 7 0 0 0 1 0 0 160 1 0 0 184 4 357 1,325 11:OOAM 0 0 0 2 0 0 0 4 0 0 163 2 0 0 168 2 341 1,359 11:15AM 0 0 0 2 0 0 0 2 0 0 166 3 0 0 180 3 356 1,374 11:30AM 0 0 0 9 0 0 0 2 0 0 194 4 0 0 163 1 373 1,427 11:45AM 0 0 0 1 0 0 0 4 0 0 170 1 0 0 205 5 386 1,456 Count Total 0 0 0 116 0 0 0 53 0 0 3,477 40 0 0 3,858 57 7,601 0 All 0 0 0 36 0 0 0 6 0 0 708 12 0 0 798 10 1,570 0 Peak HV 0 0 0 1 0 0 0 0 0 0 15 2 0 0 23 0 41 0 Hour HV% - - - 3% - - - 0% - - 2% 17% - - 3% 0% 3% 0 Note:Six-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 6:00 AM 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 6:15AM 0 0 2 1 3 0 0 0 0 0 0 0 0 0 0 6:30 AM 0 0 4 6 10 0 0 0 0 0 0 0 0 0 0 6:45 AM 0 0 8 1 9 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 2 1 3 1 0 0 0 1 0 2 0 0 2 7:15AM 0 0 6 13 19 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 4 5 9 1 0 0 0 1 0 1 0 1 2 7:45 AM 1 0 4 3 8 1 0 0 0 1 0 0 0 1 1 8:00 AM 0 0 3 2 5 0 0 0 0 0 0 1 0 0 1 8:15AM 0 1 5 3 9 1 0 0 0 1 0 0 0 0 0 8:30 AM 1 0 4 13 18 0 0 0 0 0 0 0 0 0 0 8:45 AM 0 0 6 7 13 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 7 5 12 0 0 0 0 0 0 1 0 1 2 9:15AM 0 0 5 5 10 0 0 0 0 0 0 0 0 0 0 9:30 AM 0 0 10 1 11 0 0 0 0 0 0 0 0 0 0 9:45 AM 0 0 4 6 10 0 0 0 0 0 0 0 0 0 0 10:00 AM 0 0 2 5 7 0 0 0 0 0 0 0 0 1 1 10:15AM 0 0 4 7 11 0 0 0 0 0 0 0 0 0 0 10:30 AM 0 0 6 1 7 0 0 0 0 0 0 0 1 0 1 10:45 AM 0 0 2 4 6 0 0 0 0 0 0 0 3 0 3 11:00 AM 0 0 6 2 8 0 0 0 0 0 0 0 0 0 0 11:15AM 0 0 4 4 8 0 0 0 0 0 0 0 1 0 1 11:30 AM 0 0 10 5 15 0 0 0 0 0 0 0 2 0 2 11:45 AM 0 0 4 3 7 0 0 0 0 0 0 1 0 0 1 Count Total 2 1 113 104 220 4 0 0 0 4 0 6 7 4 17 Peak Hour 1 0 17 23 41 2 0 0 0 2 0 2 0 2 4 project.manager.wa@idaxdata.com www.idaxdata.com 53 Six-Hour Count Summaries W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound I1hbI TotalOne Hur UTLTTHUT LTTHRT UTRT UT RT0 000002 0 4 0 6 39100 000001 0 2 0 4 36600 000000 0 1 0 5 35300 010000 0 1 0 2 3611,470 000003 0 3 0 7 3511,430 000001 0 4 0 7 3201,380 000002 0 4 0 6 3501,381450 000004 0 3 0 8 3741,392000 000002 0 3 0 3 3661,412150 000003 0 3 0 1 4021,492300 000006 0 3 0 3 4471,582450 000012 0 4 0 2 461 1,676 3:00 PM 0 0 1 11 0 0 0 0 0 0 212 4 0 0 210 8 446 1,756 3:15 PM 0 0 0 2 0 0 0 2 0 0 219 5 0 0 151 5 384 1,738 3:30 PM 0 0 0 8 0 0 0 1 0 0 220 2 0 0 230 5 466 1,757 3:45 PM 0 0 0 4 0 0 0 3 0 0 205 2 0 0 194 5 413 1,709 4:00 PM 0 0 0 10 0 0 0 2 0 0 214 3 0 0 214 11 454 1,717 4:15 PM 0 0 0 8 0 0 0 6 0 0 219 3 0 0 212 10 458 1,791 4:30 PM 0 0 0 6 0 0 0 9 0 0 220 3 0 0 198 12 448 1,773 4:45 PM 0 0 0 10 0 0 0 4 0 0 222 3 0 0 212 14 465 1,825 5:00 PM 0 0 0 13 0 0 0 1 0 0 261 8 0 0 229 8 520 1,891 5:15 PM 0 0 0 5 0 0 0 7 0 0 235 3 0 0 233 15 498 1,931 5:30 PM 0 0 0 1 1 0 0 4 0 0 170 7 0 0 187 4 374 1,857 5:45 PM 0 0 0 5 0 0 0 5 0 0 180 2 0 0 212 8 412 1,804 Count Total 0 0 2 148 1 0 1 70 0 0 4,710 80 0 0 4,709 159 9,880 0 All 0 0 0 34 0 0 0 21 0 0 938 17 0 0 872 49 1,931 0 Peak HV 0 0 0 0 0 0 0 0 0 0 9 0 0 0 5 0 14 0 Hour HV% - - - 0% - - - 0% - - 1% 0% - - 1% 0% 1% 0 Note:Six-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 12:00 PM 0 0 5 6 11 0 0 0 0 0 0 0 0 0 0 12:15PM 0 0 6 2 8 0 0 0 0 0 0 0 0 1 1 12:30 PM 0 0 9 1 10 0 0 0 0 0 0 0 0 0 0 12:45 PM 0 0 5 4 9 0 0 0 0 0 0 0 0 0 0 1:00 PM 0 0 3 6 9 0 0 0 0 0 0 0 0 0 0 1:15PM 0 0 7 4 11 0 0 0 0 0 0 0 0 0 0 1:30 PM 0 0 2 6 8 0 0 0 0 0 0 0 0 0 0 1:45 PM 0 0 6 3 9 0 0 0 0 0 0 0 1 0 1 2:00 PM 1 0 3 2 6 0 0 0 0 0 1 0 0 0 1 2:15PM 1 0 8 1 10 0 0 0 0 0 0 0 0 0 0 2:30 PM 0 0 8 2 10 0 0 0 0 0 1 0 1 0 2 2:45 PM 0 0 11 3 14 0 0 0 0 0 1 2 2 0 5 3:00 PM 0 0 5 6 11 0 1 0 0 1 0 1 1 0 2 3:15PM 0 0 2 2 4 0 0 0 0 0 0 0 0 0 0 3:30 PM 0 0 7 6 13 0 1 0 0 1 0 0 0 0 0 3:45 PM 1 1 6 4 12 0 0 0 0 0 0 0 0 0 0 4:00 PM 0 1 1 6 8 0 0 0 0 0 0 0 0 0 0 4:15PM 1 0 4 3 8 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 1 1 2 1 0 0 0 1 1 0 0 0 1 4:45 PM 0 0 5 1 6 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 2 2 4 0 0 0 0 0 1 0 0 0 1 5:15PM 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 2 1 3 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 1 3 4 0 1 0 0 1 0 0 0 1 1 Count Total 4 2 110 76 192 1 3 0 0 4 5 3 5 2 15 Peak Hour 0 0 9 5 14 1 0 0 0 1 2 0 0 0 2 project.manager.wa@idaxdata.com www.idaxdata.com 54 S 40th Ave tit) W Chestnut Ave 11 Date: 03/07/2023 N Peak Hour Count Period: 12:00 PM to 6:00 PM Peak Hour: 4:30 PM to 5:30 PM i S71)1 IPA A N 00 L O O O O �� 2 Chestnut Ave i 4 4 21 0 0 TEV: 1,931 0 + ^ o 1 0 ' o L o + 34 PHF: 0.93 �0 O‘O Uy Qo No ~0 O� 0 Q o Z 0 ' r 34 N <..�0000D.... / W Chestnut Ave O 0 �, tit r p) Q O O O m L HV%: PHF o71- + EB 0.0% 0.65 co WB 0.0% 0.58 OHO a) a)TtS NB 0.9% 0.89 SB 0.5% 0.93 TOTAL 0.7% 0.93 Six-Hour Count Summaries W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:30 PM 0 0 0 6 0 0 0 9 0 0 220 3 0 0 198 12 448 0 4:45PM 0 0 0 10 0 0 0 4 0 0 222 3 0 0 212 14 465 0 5:00PM 0 0 0 13 0 0 0 1 0 0 261 8 0 0 229 8 520 0 5:15PM 0 0 0 5 0 0 0 7 0 0 235 3 0 0 233 15 498 1,931 All 0 0 0 34 0 0 0 21 0 0 938 17 0 0 872 49 1,931 0 Peak HV 0 0 0 0 0 0 0 0 0 0 9 0 0 0 5 0 14 0 Hour HV% - - - 0% - - - 0% - - 1% 0% - - 1% 0% 1% 0 Note:For all three-hour count summary,see next page. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 4:30 PM 0 0 1 1 2 1 0 0 0 1 1 0 0 0 1 4:45 PM 0 0 5 1 6 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 2 2 4 0 0 0 0 0 1 0 0 0 1 5:15PM 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 9 5 14 1 0 0 0 1 2 0 0 0 2 project.manager.wa@idaxdata.com www.idaxdata.com 55 S 40th Ave tit) W Chestnut Ave 11 Date: 03/07/2023 N Peak Hour Count Period: 6:00 PM to 12:00 AM Peak Hour: 6:00 PM to 7:00 PM iEll irti co CD O O O O O 4 1 L U W Chestnut Ave 1 4 0 t 5 / �0000D..> A 4 0� TEV: 1,180 I 0 , 0J o 0 . o L0 A 2� PHF: 0.82 0 Oc. 0~ Q_ A Oo ~ 1 0� 0Q 20iti -, 0 —I0 W r W Chestnut Ave ni I r 0 0 0 .1r r (V Q O O O 1 HV%: PHF o 71- EB 0.0% 0.63 WB 0.0% 0.42 010 CD J/ 110 NB 1.3% 0.75 SB 0.6% 0.86 TOTAL 0.9% 0.82 Six-Hour Count Summaries W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 6:00 PM 0 0 0 6 0 0 0 3 0 0 176 1 0 0 169 5 360 0 6:15PM 0 0 0 8 0 0 0 1 0 0 127 1 0 0 179 2 318 0 6:30PM 0 0 0 3 0 0 0 0 0 0 119 5 0 0 150 3 280 0 6:45PM 0 0 0 3 0 0 0 1 0 0 102 3 0 0 110 3 222 1,180 All 0 0 0 20 0 0 0 5 0 0 524 10 0 0 608 13 1,180 0 Peak HV 0 0 0 0 0 0 0 0 0 0 7 0 0 0 4 0 11 0 Hour HV% - - - 0% - - - 0% - - 1% 0% - - 1% 0% 1% 0 Note:For all three-hour count summary,see next page. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 6:00 PM 0 0 1 1 2 0 1 0 0 1 0 0 1 0 1 6:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 PM 0 0 5 3 8 0 0 0 0 0 0 0 3 0 3 6:45 PM 0 0 1 0 1 0 0 0 0 0 0 1 0 0 1 Peak Hour 0 0 7 4 11 0 1 0 0 1 0 1 4 0 5 projectmanager.wa@idaxdata.com www.idaxdata.com 56 Six-Hour Count Summaries W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Souhbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 6:00 PM 0 0 0 6 0 0 0 3 0 0 176 1 0 0 169 5 360 0 6:15 PM 0 0 0 8 0 0 0 1 0 0 127 1 0 0 179 2 318 0 6:30 PM 0 0 0 3 0 0 0 0 0 0 119 5 0 0 150 3 280 0 6:45 PM 0 0 0 3 0 0 0 1 0 0 102 3 0 0 110 3 222 1,180 7:00 PM 0 0 0 3 0 0 0 1 0 0 97 3 0 0 97 4 205 1,025 7:15 PM 0 0 0 3 0 0 0 1 0 0 110 0 0 0 111 1 226 933 7:30 PM 0 0 0 2 0 0 0 3 0 0 129 2 0 0 104 1 241 894 7:45 PM 0 0 0 1 0 0 0 2 0 0 86 0 0 0 81 4 174 846 8:00 PM 0 0 0 3 0 0 0 1 0 0 86 2 0 0 77 2 171 812 8:15 PM 0 0 0 1 0 0 0 0 0 0 83 2 0 0 74 1 161 747 8:30 PM 0 0 0 2 0 0 0 1 0 0 78 0 0 0 68 1 150 656 8:45 PM 0 0 0 1 0 0 0 1 0 0 87 1 0 0 64 1 155 637 9:00 PM 0 0 0 1 0 0 0 3 0 0 59 1 0 0 60 2 126 592 9:15 PM 0 0 0 2 0 0 0 1 0 0 50 2 0 0 45 1 101 532 9:30 PM 0 0 0 1 0 0 0 0 0 0 40 0 0 0 34 0 75 457 9:45 PM 0 0 0 1 0 0 0 0 0 0 26 0 0 0 37 2 66 368 10:00 PM 0 0 0 1 0 0 0 0 0 0 47 1 0 0 43 2 94 336 10:15 PM 0 0 0 2 0 0 0 0 0 0 35 0 0 0 30 0 67 302 10:30 PM 0 0 0 1 0 0 0 0 0 0 17 0 0 0 35 0 53 280 10:45 PM 0 0 0 3 0 0 0 1 0 0 20 2 0 0 32 2 60 274 11:00 PM 0 0 0 1 0 0 0 0 0 0 15 0 0 0 15 1 32 212 11:15 PM 0 0 0 0 0 0 0 0 0 0 10 0 0 0 24 0 34 179 11:30 PM 0 0 0 0 0 0 0 1 0 0 12 0 0 0 17 0 30 156 11:45 PM 0 0 0 0 0 0 0 0 0 0 11 0 0 0 10 0 21 117 Count Total 0 0 0 49 0 0 0 21 0 0 1,622 26 0 0 1,666 38 3,422 0 All 0 0 0 20 0 0 0 5 0 0 524 10 0 0 608 13 1,180 0 Peak HV 0 0 0 0 0 0 0 0 0 0 7 0 0 0 4 0 11 0 Hour HV% - - - 0% - - - 0% - - 1% 0% - - 1% 0% 1% 0 Note:Six-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 6:00 PM 0 0 1 1 2 0 1 0 0 1 0 0 1 0 1 6:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 PM 0 0 5 3 8 0 0 0 0 0 0 0 3 0 3 6:45 PM 0 0 1 0 1 0 0 0 0 0 0 1 0 0 1 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 7:15PM 0 0 0 1 1 0 0 0 0 0 0 1 0 0 1 7:30 PM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 7:45 PM 0 0 1 0 1 0 0 0 0 0 0 1 0 0 1 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 PM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 9:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15PM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 11:15PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 10 9 19 0 1 0 0 1 2 5 4 1 12 Peak Hour 0 0 7 4 11 0 1 0 0 1 0 1 4 0 5 project.manager.wa@idaxdata.com www.idaxdata.com 57 S 40th Ave tit) W Chestnut Ave 11 Date: 03/08/2023 N Peak Hour Count Period: 12:00 AM to 6:00 AM Peak Hour: 5:00 AM to 6:00 AM r AO 0 o 0 000 co W Chestnut Ave J 1 4 0 1 gUUUD..> \ 1 0 <- o TEV: 365 1 0 < [� 0J o ' L0 1 PHF: 0.67 0 -> QQ 0~ Qo -A co —0 0 Qo 8 �p�, 0 —I0 V r W Chestnut Ave I ! N <.�0000D.... / 0 0 o ; ti r r co o00 L HV%: PHF o 71- EB 0.0% 0.45 cc IY, 1 g WB 0.0% 0.25 Q/Q NB 0.5% 0.70 SB 2.9% 0.54 TOTAL 1.6% 0.67 Six-Hour Count Summaries W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 5:00 AM 0 0 0 0 0 0 0 0 0 0 30 0 0 0 22 0 52 0 5:15AM 0 0 0 1 0 0 0 0 0 0 37 0 0 0 21 0 59 0 5:30AM 0 0 0 3 0 0 0 0 0 0 66 0 0 0 48 1 118 0 5:45AM 0 0 1 4 0 0 0 1 0 0 51 0 0 0 79 0 136 365 All 0 0 1 8 0 0 0 1 0 0 184 0 0 0 170 1 365 0 Peak HV 0 0 0 0 0 0 0 0 0 0 1 0 0 0 5 0 6 0 Hour HV% - - 0% 0% - - - 0% - - 1% - - - 3% 0% 2% 0 Note:For all three-hour count summary,see next page. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 5:00 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 5:15AM 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 5:30 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 5:45 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 1 5 6 0 0 0 0 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com 58 Six-Hour Count Summaries W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 12:00 AM 0 0 0 0 0 0 0 0 0 0 8 0 0 0 18 0 26 0 12:15AM 0 0 0 0 0 0 0 0 0 0 9 0 0 0 7 0 16 0 12:30 AM 0 0 0 0 0 0 0 0 0 0 10 1 0 0 4 1 16 0 12:45 AM 0 0 0 0 0 0 0 0 0 0 3 0 0 0 13 2 18 76 1:00 AM 0 0 0 0 0 0 0 0 0 0 9 0 0 0 7 0 16 66 1:15AM 0 0 0 0 0 0 0 0 0 0 7 0 0 0 11 1 19 69 1:30 AM 0 0 0 0 0 0 0 0 0 0 7 0 0 0 11 0 18 71 1:45 AM 0 0 0 0 0 0 0 0 0 0 5 0 0 0 10 0 15 68 2:00 AM 0 0 0 1 0 0 0 0 0 0 7 0 0 0 10 1 19 71 2:15AM 0 0 0 0 0 0 0 0 0 0 5 0 0 0 6 0 11 63 2:30 AM 0 0 0 1 0 0 0 0 0 0 6 0 0 0 3 1 11 56 2:45 AM 0 0 0 1 0 0 0 0 0 0 8 0 0 0 6 1 16 57 3:00 AM 0 0 0 1 0 0 0 0 0 0 3 0 0 0 3 0 7 45 3:15AM 0 0 0 0 0 0 0 3 0 0 5 0 0 0 2 0 10 44 3:30 AM 0 0 0 1 0 0 0 0 0 0 7 0 0 0 9 0 17 50 3:45 AM 0 0 0 1 0 0 0 0 0 0 9 0 0 0 7 0 17 51 4:00 AM 0 0 0 0 0 0 0 0 0 0 12 0 0 0 11 0 23 67 4:15AM 0 0 0 0 0 0 0 0 0 0 13 0 0 0 10 0 23 80 4:30 AM 0 0 0 0 0 0 0 0 0 0 26 0 0 0 9 0 35 98 4:45 AM 0 0 0 1 0 0 0 2 0 0 23 0 0 0 19 0 45 126 5:00 AM 0 0 0 0 0 0 0 0 0 0 30 0 0 0 22 0 52 155 5:15 AM 0 0 0 1 0 0 0 0 0 0 37 0 0 0 21 0 59 191 5:30 AM 0 0 0 3 0 0 0 0 0 0 66 0 0 0 48 1 118 274 5:45 AM 0 0 1 4 0 0 0 1 0 0 51 0 0 0 79 0 136 365 Count Total 0 0 1 15 0 0 0 6 0 0 366 1 0 0 346 8 743 0 All 0 0 1 8 0 0 0 1 0 0 184 0 0 0 170 1 365 0 Peak HV 0 0 0 0 0 0 0 0 0 0 1 0 0 0 5 0 6 0 Hour HV% - - 0% 0% - - - 0% - - 1% - - - 3% 0% 2% 0 Note:Six-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1:45AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2:00AM 1 0 2 0 3 0 0 0 0 0 0 0 0 0 0 2:15AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 5:15AM 0 0 0 3 3 0 0 0 0 0 0 0 0 0 0 5:30 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 5:45 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 Count Total 1 0 5 6 12 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 1 5 6 0 0 0 0 0 0 0 0 0 0 project.manager.wa@idaxdata.com www.idaxdata.com 59 S 40th Ave tit) W Chestnut Ave 11 Date: 03/08/2023 N Peak Hour Count Period: 6:00 AM to 12:00 PM Peak Hour: 7:15 AM to 8:15 AM i ral icciL3 A n. N CO O O O O O / �� Chestnut Ave i 4 2 n 3 0� TEV: 1,635 I 0 (•, 0J o . o L0 A 40 PHF: 0.84 r 0 A 3 _ A " —0 0� 0 Q 40 gyptim -, 0 Z 3N. V r W Chestnut Ave I 1 <fl0000a.... tirr O O N O O O L HV%: PHF o 71- EB 2.5% 0.67 WB 0.0% 0.58 010 J/ T� NB 4.6% 0.82 SB 3.2% 0.85 TOTAL 3.8% 0.84 Six-Hour Count Summaries W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:15AM 0 0 0 6 0 0 0 1 0 0 147 1 0 0 201 1 357 0 7:30AM 0 0 0 15 0 0 0 3 0 0 180 4 0 0 246 5 453 0 7:45AM 0 0 0 12 0 0 0 2 0 0 224 2 0 0 236 11 487 0 8:00AM 0 0 0 7 0 0 0 1 0 0 175 4 0 0 144 7 338 1,635 All 0 0 0 40 0 0 0 7 0 0 726 11 0 0 827 24 1,635 0 Peak HV 0 0 0 1 0 0 0 0 0 0 33 1 0 0 27 0 62 0 Hour HV% - - - 3% - - - 0% - - 5% 9% - - 3% 0% 4% 0 Note:For all three-hour count summary,see next page. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 7:15AM 0 0 4 10 14 0 0 0 0 0 0 1 1 0 2 7:30 AM 0 0 7 10 17 2 0 0 0 2 0 1 0 2 3 7:45 AM 1 0 13 4 18 1 0 0 0 1 0 1 0 1 2 8:00 AM 0 0 10 3 13 0 0 0 0 0 2 0 2 0 4 Peak Hour 1 0 34 27 62 3 0 0 0 3 2 3 3 3 11 project.manager.wa@idaxdata.com www.idaxdata.com 60 Six-Hour Count Summaries W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 6:00 AM 0 0 0 3 0 0 0 1 0 0 62 2 0 0 63 1 132 0 6:15 AM 0 0 0 3 0 0 0 1 0 0 73 1 0 0 89 0 167 0 6:30 AM 0 0 0 5 0 0 0 5 0 0 122 0 0 0 121 1 254 0 6:45 AM 0 0 0 5 0 0 0 0 0 0 126 0 0 0 143 3 277 830 7:00 AM 0 0 0 5 0 0 0 0 0 0 130 3 0 0 121 1 260 958 7:15 AM 0 0 0 6 0 0 0 1 0 0 147 1 0 0 201 1 357 1,148 7:30AM 0 0 0 15 0 0 0 3 0 0 180 4 0 0 246 5 453 1,347 7:45AM 0 0 0 12 0 0 0 2 0 0 224 2 0 0 236 11 487 1,557 8:00 AM 0 0 0 7 0 0 0 1 0 0 175 4 0 0 144 7 338 1,635 8:15 AM 0 0 0 9 0 0 0 2 0 0 154 0 0 0 147 5 317 1,595 8:30 AM 0 0 0 4 0 0 0 0 0 0 169 0 0 0 165 2 340 1,482 8:45 AM 0 0 0 0 0 0 0 4 0 0 152 2 0 0 181 2 341 1,336 9:00 AM 0 0 0 5 0 0 0 2 0 0 154 0 0 0 156 2 319 1,317 9:15 AM 0 0 0 3 0 0 0 3 0 0 155 3 0 0 152 2 318 1,318 9:30 AM 0 0 0 5 0 0 0 3 0 0 134 1 0 0 142 1 286 1,264 9:45 AM 0 0 0 7 0 0 0 2 0 0 156 2 0 0 160 4 331 1,254 10:OOAM 0 0 0 4 0 0 0 2 0 0 151 2 0 0 159 3 321 1,256 10:15AM 0 0 0 8 0 0 0 1 0 0 113 1 0 0 158 2 283 1,221 10:30AM 0 0 0 5 0 0 0 2 0 0 163 3 0 0 161 2 336 1,271 10:45AM 0 0 0 0 0 0 0 2 0 0 167 3 0 0 185 5 362 1,302 11:OOAM 0 0 0 1 0 0 0 6 0 0 172 2 0 0 190 6 377 1,358 11:15AM 0 0 0 8 0 0 0 2 0 0 164 5 0 0 170 0 349 1,424 11:30AM 0 0 0 6 0 0 0 2 0 0 163 1 0 0 163 4 339 1,427 11:45AM 0 0 0 6 0 0 0 0 0 0 166 1 0 0 196 3 372 1,437 Count Total 0 0 0 132 0 0 0 47 0 0 3,572 43 0 0 3,849 73 7,716 0 All 0 0 0 40 0 0 0 7 0 0 726 11 0 0 827 24 1,635 0 Peak HV 0 0 0 1 0 0 0 0 0 0 33 1 0 0 27 0 62 0 Hour HV% - - - 3% - - - 0% - - 5% 9% - - 3% 0% 4% 0 Note:Six-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 6:00 AM 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 6:15AM 0 0 2 3 5 0 0 0 0 0 0 0 0 0 0 6:30 AM 1 1 2 7 11 0 0 0 0 0 0 0 0 0 0 6:45 AM 0 0 3 0 3 0 0 0 0 0 0 1 0 0 1 7:00 AM 0 0 5 6 11 1 0 0 0 1 0 1 0 1 2 7:15AM 0 0 4 10 14 0 0 0 0 0 0 1 1 0 2 7:30 AM 0 0 7 10 17 2 0 0 0 2 0 1 0 2 3 7:45 AM 1 0 13 4 18 1 0 0 0 1 0 1 0 1 2 8:00 AM 0 0 10 3 13 0 0 0 0 0 2 0 2 0 4 8:15AM 0 0 5 11 16 0 0 0 0 0 0 1 0 0 1 8:30 AM 1 0 7 11 19 0 0 0 0 0 0 0 0 2 2 8:45 AM 0 0 3 4 7 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 6 3 9 0 0 0 0 0 0 0 0 1 1 9:15AM 0 0 3 2 5 0 0 0 0 0 0 0 0 1 1 9:30 AM 0 0 5 5 10 0 0 0 0 0 0 0 0 0 0 9:45 AM 0 0 2 4 6 0 0 0 0 0 0 0 1 0 1 10:00 AM 0 0 6 4 10 0 0 0 0 0 0 0 1 0 1 10:15AM 0 0 2 1 3 0 0 0 0 0 0 0 0 0 0 10:30 AM 0 1 2 2 5 0 0 0 0 0 0 0 0 1 1 10:45 AM 0 0 2 4 6 0 0 0 0 0 0 0 0 0 0 11:00 AM 0 0 5 10 15 0 0 0 0 0 0 0 0 0 0 11:15AM 0 0 1 4 5 0 0 0 0 0 0 1 0 0 1 11:30 AM 0 0 4 7 11 0 0 0 0 0 0 0 0 0 0 11:45 AM 0 0 2 7 9 0 0 0 0 0 0 1 0 0 1 Count Total 3 2 102 123 230 4 0 0 0 4 2 8 5 9 24 Peak Hour 1 0 34 27 62 3 0 0 0 3 2 3 3 3 11 project.manager.wa@idaxdata.com www.idaxdata.com 61 S 40th Ave tit) W Chestnut Ave 11 Date: 03/08/2023 N Peak Hour Count Period: 12:00 PM to 6:00 PM Peak Hour: 4:30o PM 0�0 to 5:30 PM i 0 o 00 � icn L Li Chestnut Ave IIi 4= 4 ^ 5 0—I TEV: 1,866 I 0 • OJ o . o L1 25 PHF: 0.97 0 0�0 0~ Q0 A " —0 0�0 0 Q 25 gypitim -, 0 Z 0N. V r W Chestnut Ave I 1 <EUUUD.... -1tr O O C Q O O O m L HV%: PHF o 71- EB 0.0% 0.69 co iriir ir WB 5.9% 0.71 0/0 NB 0.7% 0.92 SB 1.0% 0.91 TOTAL 0.9% 0.97 Six-Hour Count Summaries W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:30PM 0 0 0 4 0 0 0 5 0 0 230 2 0 0 221 14 476 0 4:45PM 0 0 0 9 0 0 0 3 0 0 209 1 0 0 215 7 444 0 5:00PM 0 0 0 6 0 0 0 6 0 0 246 4 0 0 189 13 464 0 5:15PM 0 0 0 6 0 0 0 3 0 0 221 4 0 0 234 14 482 1,866 All 0 0 0 25 0 0 0 17 0 0 906 11 0 0 859 48 1,866 0 Peak HV 0 0 0 0 0 0 0 1 0 0 6 0 0 0 9 0 16 0 Hour HV% - - - 0% - - - 6% - - 1% 0% - - 1% 0% 1% 0 Note:For all three-hour count summary,see next page. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 4:30 PM 0 1 1 3 5 0 0 0 0 0 1 0 5 0 6 4:45 PM 0 0 2 2 4 0 2 0 0 2 0 0 0 0 0 5:00 PM 0 0 2 1 3 0 0 0 0 0 0 0 0 0 0 5:15PM 0 0 1 3 4 0 0 0 0 0 1 0 0 0 1 Peak Hour 0 1 6 9 16 0 2 0 0 2 2 0 5 0 7 project.manager.wa@idaxdata.com www.idaxdata.com 62 Six-Hour Count Summaries W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Souhbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 12:00 PM 0 0 0 5 0 0 0 1 0 0 184 1 0 0 188 7 386 0 12:15 PM 0 0 0 4 0 0 0 3 0 0 162 0 0 0 184 4 357 0 12:30 PM 0 0 0 11 0 0 0 4 0 0 161 2 0 0 157 4 339 0 12:45 PM 0 0 0 5 0 0 0 1 0 0 194 1 0 0 187 2 390 1,472 1:00 PM 0 0 0 4 0 0 0 1 0 0 160 3 0 0 195 5 368 1,454 1:15 PM 0 0 0 6 0 0 0 4 0 0 156 1 0 0 159 3 329 1,426 1:30 PM 0 0 0 3 0 0 0 2 0 0 157 4 0 0 155 3 324 1,411 1:45 PM 0 0 0 7 0 0 0 2 0 0 151 4 0 0 193 5 362 1,383 2:00 PM 0 0 0 5 0 0 0 1 0 0 160 1 0 0 190 7 364 1,379 2:15 PM 0 0 0 11 0 0 0 0 0 0 156 3 0 0 214 0 384 1,434 2:30 PM 0 0 0 4 0 0 0 2 0 0 223 2 0 0 201 4 436 1,546 2:45 PM 0 0 0 8 0 0 0 2 0 0 232 4 0 0 212 8 466 1,650 3:00 PM 0 0 0 9 0 0 0 1 0 0 185 2 0 0 197 7 401 1,687 3:15 PM 0 0 0 6 0 0 0 3 0 0 192 4 0 0 201 2 408 1,711 3:30 PM 0 0 0 8 0 0 0 1 0 0 241 4 0 0 219 5 478 1,753 3:45 PM 0 0 0 5 0 0 0 1 0 0 245 5 0 0 190 6 452 1,739 4:00 PM 1 0 0 6 0 0 0 2 0 0 243 3 0 0 210 10 475 1,813 4:15 PM 0 0 0 9 0 0 0 3 0 0 220 1 0 0 219 7 459 1,864 4:30 PM 0 0 0 4 0 0 0 5 0 0 230 2 0 0 221 14 476 1,862 4:45 PM 0 0 0 9 0 0 0 3 0 0 209 1 0 0 215 7 444 1,854 5:00 PM 0 0 0 6 0 0 0 6 0 0 246 4 0 0 189 13 464 1,843 5:15 PM 0 0 0 6 0 0 0 3 0 0 221 4 0 0 234 14 482 1,866 5:30 PM 0 0 0 7 0 0 0 2 0 0 226 5 0 0 214 14 468 1,858 5:45 PM 0 0 0 7 0 0 0 4 0 0 158 2 0 0 195 6 372 1,786 Count Total 1 0 0 155 0 0 0 57 0 0 4,712 63 0 0 4,739 157 9,884 0 All 0 0 0 25 0 0 0 17 0 0 906 11 0 0 859 48 1,866 0 Peak HV 0 0 0 0 0 0 0 1 0 0 6 0 0 0 9 0 16 0 Hour HV% - - - 0% - - - 6% - - 1% 0% - - 1% 0% 1% 0 Note:Six-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 12:00 PM 0 0 5 6 11 0 0 0 0 0 0 2 0 0 2 12:15PM 0 0 6 5 11 0 0 0 0 0 0 0 0 0 0 12:30 PM 0 0 4 4 8 0 0 0 0 0 2 0 0 0 2 12:45 PM 0 0 2 6 8 0 0 0 0 0 1 0 0 1 2 1:00 PM 0 0 3 4 7 0 0 0 0 0 0 0 1 0 1 1:15PM 0 0 7 3 10 0 0 0 0 0 1 0 1 0 2 1:30 PM 0 0 4 2 6 0 0 0 0 0 0 0 0 0 0 1:45 PM 0 0 2 6 8 0 0 0 0 0 2 0 2 0 4 2:00 PM 0 0 4 4 8 0 0 0 0 0 2 0 2 1 5 2:15PM 0 0 1 2 3 0 0 0 0 0 1 0 0 0 1 2:30 PM 0 0 7 3 10 0 0 0 0 0 1 0 0 0 1 2:45 PM 0 0 5 3 8 0 0 0 0 0 1 1 0 0 2 3:00 PM 0 0 1 4 5 0 0 0 0 0 0 0 0 2 2 3:15PM 0 0 1 4 5 0 0 0 0 0 0 0 0 0 0 3:30 PM 1 0 3 4 8 0 0 0 0 0 0 0 1 0 1 3:45 PM 0 1 4 6 11 0 0 0 0 0 0 1 0 0 1 4:00 PM 0 0 3 7 10 0 0 0 0 0 0 1 0 0 1 4:15PM 0 0 1 6 7 0 0 0 0 0 0 1 2 0 3 4:30 PM 0 1 1 3 5 0 0 0 0 0 1 0 5 0 6 4:45 PM 0 0 2 2 4 0 2 0 0 2 0 0 0 0 0 5:00 PM 0 0 2 1 3 0 0 0 0 0 0 0 0 0 0 5:15PM 0 0 1 3 4 0 0 0 0 0 1 0 0 0 1 5:30 PM 0 0 2 1 3 0 1 0 0 1 0 0 0 0 0 5:45 PM 0 0 0 1 1 0 1 0 0 1 0 0 0 0 0 Count Total 1 2 71 90 164 0 4 0 0 4 13 6 14 4 37 Peak Hour 0 1 6 9 16 0 2 0 0 2 2 0 5 0 7 project.manager.wa@idaxdata.com www.idaxdata.com 63 Six-Hour Count Summaries-Heavy Vehicles W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 12:00PM 0 0 0 0 0 0 0 0 0 0 5 0 0 0 6 0 11 0 12:15PM 0 0 0 0 0 0 0 0 0 0 6 0 0 0 5 0 11 0 12:30PM 0 0 0 0 0 0 0 0 0 0 4 0 0 0 4 0 8 0 12:45PM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 6 0 8 38 1:00PM 0 0 0 0 0 0 0 0 0 0 3 0 0 0 4 0 7 34 1:15PM 0 0 0 0 0 0 0 0 0 0 7 0 0 0 3 0 10 33 1:30PM 0 0 0 0 0 0 0 0 0 0 4 0 0 0 2 0 6 31 1:45PM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 5 1 8 31 2:00PM 0 0 0 0 0 0 0 0 0 0 4 0 0 0 4 0 8 32 2:15PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 2 0 3 25 2:30PM 0 0 0 0 0 0 0 0 0 0 7 0 0 0 3 0 10 29 2:45PM 0 0 0 0 0 0 0 0 0 0 5 0 0 0 3 0 8 29 3:00PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 4 0 5 26 3:15PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 4 0 5 28 3:30PM 0 0 0 1 0 0 0 0 0 0 3 0 0 0 4 0 8 26 3:45PM 0 0 0 0 0 0 0 1 0 0 4 0 0 0 6 0 11 29 4:00PM 0 0 0 0 0 0 0 0 0 0 3 0 0 0 7 0 10 34 4:15PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 6 0 7 36 4:30PM 0 0 0 0 0 0 0 1 0 0 1 0 0 0 3 0 5 33 4:45PM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 4 26 5:00PM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 1 0 3 19 5:15PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 3 0 4 16 5:30PM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 1 0 3 14 5:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 11 Count Total 0 0 0 1 0 0 0 2 0 0 71 0 0 0 89 1 164 0 Peak Hour 0 0 0 0 0 0 0 1 0 0 6 0 0 0 9 0 16 0 Six-Hour Count Summaries-Bikes W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour LT TH RT LT TH RT LT TH RT LT TH RT 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 1 0 1 0 0 0 0 0 0 2 2 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5:30 PM 0 0 0 0 1 0 0 0 0 0 0 0 1 3 5:45 PM 0 0 0 0 1 0 0 0 0 0 0 0 1 2 Count Total 0 0 0 1 2 1 0 0 0 0 0 0 4 0 Peak Hour 0 0 0 1 0 1 0 0 0 0 0 0 2 0 Note:U-Turn volumes for bikes are included in Left-Turn,if any. project.manager.wa@idaxdata.com www.idaxdata.com 64 S 40th Ave tit) W Chestnut Ave 11 Date: 03/09/2023 N Peak Hour Count Period: 6:00 PM to 12:00 AM Peak Hour: 6:00 PM to 7:00 PM i 000 0 0 0 0 0 1 isU W Chestnut Ave ii i 4 0 6 g000D..> \ ^ 1 0—I TEV: 1,192 I 0 0J o . L0 10 0 � PHF: 0.89 0 0p0 0~ Q 0 it 0 0 —0 o� 10 , 0 Z 1 V r W Chestnut Ave fri 1 I r a.) 0 0 ao co ; ~1 I r Q 0 0 0 L HV%: PHF o EB 0.0% 0.50 tp 1 TOWB 0.0% 0.75 O O NB 0.9% 0.86 SB 0.5% 0.93 TOTAL 0.7% 0.89 Six-Hour Count Summaries W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 6:00 PM 0 0 0 5 0 0 0 1 0 0 161 1 0 0 163 3 334 0 6:15PM 0 0 0 2 0 0 0 1 0 0 138 4 0 0 160 2 307 0 6:30PM 0 0 0 2 0 0 0 2 0 0 149 2 0 0 144 1 300 0 6:45PM 0 0 0 1 0 0 0 2 0 0 100 1 0 0 140 7 251 1,192 All 0 0 0 10 0 0 0 6 0 0 548 8 0 0 607 13 1,192 0 Peak HV 0 0 0 0 0 0 0 0 0 0 5 0 0 0 3 0 8 0 Hour HV% - - - 0% - - - 0% - - 1% 0% - - 0% 0% 1% 0 Note:For all three-hour count summary,see next page. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 6:00 PM 0 0 1 1 2 0 0 0 0 0 0 0 0 1 1 6:15PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 6:30 PM 0 0 4 0 4 0 0 0 0 0 0 0 1 0 1 6:45 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 5 3 8 0 0 0 0 0 0 0 1 1 2 project.manager.wa@idaxdata.com www.idaxdata.com 65 Six-Hour Count Summaries W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Souhbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 6:00 PM 0 0 0 5 0 0 0 1 0 0 161 1 0 0 163 3 334 0 6:15 PM 0 0 0 2 0 0 0 1 0 0 138 4 0 0 160 2 307 0 6:30 PM 0 0 0 2 0 0 0 2 0 0 149 2 0 0 144 1 300 0 6:45 PM 0 0 0 1 0 0 0 2 0 0 100 1 0 0 140 7 251 1,192 7:00 PM 0 0 0 2 0 0 0 1 0 0 111 3 0 0 119 3 239 1,097 7:15 PM 0 0 0 1 0 0 0 1 0 0 113 1 0 0 106 2 224 1,014 7:30 PM 0 0 0 4 0 0 0 2 0 0 119 1 0 0 73 3 202 916 7:45 PM 0 0 0 3 0 0 0 1 0 0 76 0 0 0 93 2 175 840 8:00 PM 0 0 0 0 0 0 0 2 0 0 94 0 0 0 86 2 184 785 8:15 PM 0 0 0 1 0 0 0 1 0 0 97 2 0 0 81 1 183 744 8:30 PM 0 0 0 0 0 0 0 1 0 0 70 4 0 0 91 2 168 710 8:45 PM 0 0 0 2 0 0 1 1 0 0 75 1 0 0 63 2 145 680 9:00 PM 0 0 0 1 0 0 0 4 0 0 61 0 0 0 56 2 124 620 9:15 PM 0 0 0 2 0 0 1 1 0 0 69 1 0 0 60 2 136 573 9:30 PM 0 0 0 1 0 0 0 1 0 0 63 1 0 0 52 3 121 526 9:45 PM 0 0 0 1 0 0 0 1 0 0 44 1 0 0 44 0 91 472 10:00 PM 0 0 0 1 0 0 0 0 0 0 38 0 0 0 50 0 89 437 10:15 PM 0 0 0 2 0 0 0 1 0 0 39 1 0 0 32 1 76 377 10:30 PM 0 0 0 0 0 0 0 0 0 0 26 0 0 0 33 2 61 317 10:45 PM 0 0 0 0 0 0 0 0 0 0 15 0 0 0 33 0 48 274 11:00 PM 0 0 0 2 0 0 0 1 0 0 26 1 0 0 27 1 58 243 11:15 PM 0 0 0 1 0 0 0 1 0 0 18 0 0 0 21 1 42 209 11:30 PM 0 0 0 2 0 0 0 0 0 0 17 0 0 0 17 1 37 185 11:45 PM 0 0 0 0 0 0 0 0 0 0 12 0 0 0 13 1 26 163 Count Total 0 0 0 36 0 0 2 26 0 0 1,731 25 0 0 1,757 44 3,621 0 All 0 0 0 10 0 0 0 6 0 0 548 8 0 0 607 13 1,192 0 Peak HV 0 0 0 0 0 0 0 0 0 0 5 0 0 0 3 0 8 0 Hour HV% - - - 0% - - - 0% - - 1% 0% - - 0% 0% 1% 0 Note:Six-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 6:00 PM 0 0 1 1 2 0 0 0 0 0 0 0 0 1 1 6:15PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 6:30 PM 0 0 4 0 4 0 0 0 0 0 0 0 1 0 1 6:45 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 PM 0 0 1 1 2 0 0 0 0 0 1 0 0 0 1 9:00 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 9:15PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 9:30 PM 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 9:45 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 10:30 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 11:15PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 9 11 20 0 0 0 0 0 1 1 1 2 5 Peak Hour 0 0 5 3 8 0 0 0 0 0 0 0 1 1 2 project.manager.wa@idaxdata.com www.idaxdata.com 66 Six-Hour Count Summaries-Heavy Vehicles W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 6:00PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 0 6:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 6:30PM 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 4 0 6:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 8 7:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 7:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 6 7:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 7:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 2 9:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 3 9:15PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 4 9:30PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 6 9:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 5 10:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 10:15PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 4 10:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 3 10:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 11:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 3 11:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 11:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 Count Total 0 0 0 0 0 0 0 0 0 0 9 0 0 0 11 0 20 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 5 0 0 0 3 0 8 0 Six-Hour Count Summaries-Bikes W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour LT TH RT LT TH RT LT TH RT LT TH RT 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note:U-Turn volumes for bikes are included in Left-Turn,if any. project.manager.wa@idaxdata.com www.idaxdata.com 67 S 40th Ave tit) W Chestnut Ave 11 Date: 03/09/2023 N Peak Hour Count Period: 12:00 AM to 6:00 AM Peak Hour: 5:00 AM to 6:00 AM rto A5 _ 0 0 000 co , ( (J W Chestnut Ave 1 4 0 t 5 gUUUD..> 1 1 <— o TEV: 342 1 0 < [� 0J o . L0 0 � PHF: 0.68 0 -> QQ 0- o it O o —0 0 Qo 8 �, 0 —I1 V r W Chestnut Ave N <-E000a.... O 0 N 0 ; i r CO 0 0 0 L HV%: PHF o 71- EB 0.0% 0.50 ,IY, ig WB 0.0°% 0.42 Q�Q NB 0.5/0 0.67 SB 2.7% 0.54 TOTAL 1.5% 0.68 Six-Hour Count Summaries W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 5:00 AM 0 0 0 0 0 0 0 0 0 0 20 0 0 0 15 0 35 0 5:15AM 0 0 0 1 0 0 0 3 0 0 40 0 0 0 26 0 70 0 5:30AM 0 0 0 3 0 0 0 2 0 0 68 0 0 0 37 1 111 0 5:45AM 0 0 0 4 0 0 0 0 0 0 54 0 0 0 68 0 126 342 All 0 0 0 8 0 0 0 5 0 0 182 0 0 0 146 1 342 0 Peak HV 0 0 0 0 0 0 0 0 0 0 1 0 0 0 4 0 5 0 Hour HV% - - - 0% - - - 0% - - 1% - - - 3% 0% 1% 0 Note:For all three-hour count summary,see next page. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15AM 0 0 0 2 2 0 0 0 0 0 0 0 0 1 1 5:30 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 5:45 AM 0 0 1 1 2 0 0 0 0 0 0 0 1 0 1 Peak Hour 0 0 1 4 5 0 0 0 0 0 0 0 1 1 2 project.manager.wa@idaxdata.com www.idaxdata.com 68 Six-Hour Count Summaries W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 12:00 AM 0 0 0 0 0 0 0 0 0 1 12 0 0 0 6 1 20 0 12:15AM 0 0 0 0 0 0 0 0 0 0 6 1 0 0 12 0 19 0 12:30 AM 0 0 0 1 0 0 0 0 0 0 2 0 0 0 8 0 11 0 12:45 AM 0 0 0 0 0 0 0 0 0 0 10 0 0 0 10 0 20 70 1:00 AM 0 0 0 0 0 0 0 0 0 0 3 0 0 0 8 0 11 61 1:15 AM 0 0 0 0 0 0 0 0 0 0 5 0 0 0 9 0 14 56 1:30 AM 0 0 0 0 0 0 0 0 0 0 11 0 0 0 10 0 21 66 1:45 AM 0 0 0 0 0 0 0 0 0 0 5 0 0 0 10 0 15 61 2:00 AM 0 0 0 0 0 0 0 0 0 0 5 0 0 0 9 0 14 64 2:15 AM 0 0 0 1 0 0 0 0 0 0 8 0 0 0 5 0 14 64 2:30 AM 0 0 0 0 0 0 0 2 0 0 7 0 0 0 9 0 18 61 2:45 AM 0 0 0 1 0 0 0 1 0 0 6 0 0 0 2 0 10 56 3:00 AM 0 0 0 0 0 0 0 0 0 0 8 0 0 0 1 0 9 51 3:15 AM 0 0 0 0 0 0 0 0 0 0 8 0 0 0 4 0 12 49 3:30 AM 0 0 0 1 0 0 0 1 0 1 13 0 0 0 10 0 26 57 3:45 AM 0 0 0 1 0 0 0 1 0 0 10 0 0 0 6 0 18 65 4:00 AM 0 0 0 0 0 0 0 0 0 0 13 0 0 0 7 0 20 76 4:15 AM 0 0 0 0 0 0 0 0 0 0 12 0 0 0 9 0 21 85 4:30 AM 0 0 0 0 0 0 0 0 0 0 30 1 0 0 13 0 44 103 4:45 AM 0 0 0 1 0 0 0 0 0 0 23 1 0 0 21 0 46 131 5:00 AM 0 0 0 0 0 0 0 0 0 0 20 0 0 0 15 0 35 146 5:15 AM 0 0 0 1 0 0 0 3 0 0 40 0 0 0 26 0 70 195 5:30 AM 0 0 0 3 0 0 0 2 0 0 68 0 0 0 37 1 111 262 5:45 AM 0 0 0 4 0 0 0 0 0 0 54 0 0 0 68 0 126 342 Count Total 0 0 0 14 0 0 0 10 0 2 379 3 0 0 315 2 725 0 All 0 0 0 8 0 0 0 5 0 0 182 0 0 0 146 1 342 0 Peak HV 0 0 0 0 0 0 0 0 0 0 1 0 0 0 4 0 5 0 Hour HV% - - - 0% - - - 0% - - 1% - - - 3% 0% 1% 0 Note:Six-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 12:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 AM 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 4:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 AM 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15AM 0 0 0 2 2 0 0 0 0 0 0 0 0 1 1 5:30 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 5:45 AM 0 0 1 1 2 0 0 0 0 0 0 0 1 0 1 Count Total 0 0 6 6 12 0 0 0 0 0 0 0 2 1 3 Peak Hour 0 0 1 4 5 0 0 0 0 0 0 0 1 1 2 project.manager.wa@idaxdata.com www.idaxdata.com 69 Six-Hour Count Summaries-Heavy Vehicles W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 12:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 2:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2:30AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 3 2:45AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 3:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 3:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 1 4:00AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 2 4:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 4:30AM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 4 4:45AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 5:00AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 4 5:30AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 3 5:45AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 5 Count Total 0 0 0 0 0 0 0 0 0 0 6 0 0 0 6 0 12 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 1 0 0 0 4 0 5 0 Six-Hour Count Summaries-Bikes W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour LT TH RT LT TH RT LT TH RT LT TH RT 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:45AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note:U-Turn volumes for bikes are included in Left-Turn,if any. project.manager.wa@idaxdata.com www.idaxdata.com 70 S 40th Ave tit) W Chestnut Ave 11 Date: 03/09/2023 N Peak Hour Count Period: 6:00 AM to 12:00 PM Peak Hour: 7:15 AM to 8:15 AM i CD Is- x O O O O O 4 1 L U W Chestnut Ave 1 4 0 / t 7 gUUUD..> \ 1 A 0 0—I TEV: 1,581 I 0 (•� 0J o . o L0 443 PHF: 0.8 0 O1'O U~ 04 coo it ~0 �� 30 iti - 43 , 0 —I1 V r W Chestnut Ave ni I r O O M a.) ; .1 I r (V Q O O O L HV%: PHF o 71- EB 2.3% 0.54 WB 0.0% 0.58 OHO J/ T� NB 3.4% 0.80 SB 2.8% 0.83 TOTAL 3.0% 0.80 Six-Hour Count Summaries W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 7:15AM 0 0 0 8 0 0 0 2 0 0 146 1 0 0 186 2 345 0 7:30AM 0 0 0 7 0 0 0 0 0 0 168 3 0 0 218 6 402 0 7:45AM 0 0 0 20 0 0 0 3 0 0 226 6 0 0 233 6 494 0 8:00AM 0 0 0 8 0 0 0 2 0 0 185 3 0 0 140 2 340 1,581 All 0 0 0 43 0 0 0 7 0 0 725 13 0 0 777 16 1,581 0 Peak HV 0 0 0 1 0 0 0 0 0 0 24 1 0 0 22 0 48 0 Hour HV% - - - 2% - - - 0% - - 3% 8% - - 3% 0% 3% 0 Note:For all three-hour count summary,see next page. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 7:15AM 0 0 6 10 16 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 5 5 10 0 0 0 0 0 1 1 0 0 2 7:45 AM 1 0 5 3 9 1 0 0 0 1 0 2 0 1 3 8:00 AM 0 0 9 4 13 0 0 0 0 0 0 0 0 0 0 Peak Hour 1 0 25 22 48 1 0 0 0 1 1 3 0 1 5 project.manager.wa@idaxdata.com www.idaxdata.com 71 Six-Hour Count Summaries W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 6:00 AM 0 0 0 3 0 0 0 0 0 0 65 1 0 0 58 0 127 0 6:15 AM 0 0 0 4 0 0 0 1 0 0 73 2 0 0 95 0 175 0 6:30 AM 0 0 0 8 0 0 0 3 0 0 106 0 0 0 105 0 222 0 6:45 AM 0 0 0 4 0 0 0 4 0 0 149 1 0 0 145 3 306 830 7:00 AM 0 0 0 3 0 0 0 2 0 0 109 1 0 0 119 2 236 939 7:15 AM 0 0 0 8 0 0 0 2 0 0 146 1 0 0 186 2 345 1,109 7:30AM 0 0 0 7 0 0 0 0 0 0 168 3 0 0 218 6 402 1,289 7:45AM 0 0 0 20 0 0 0 3 0 0 226 6 0 0 233 6 494 1,477 8:00 AM 0 0 0 8 0 0 0 2 0 0 185 3 0 0 140 2 340 1,581 8:15 AM 0 0 0 1 0 0 0 5 0 0 139 0 0 0 148 3 296 1,532 8:30 AM 0 0 0 7 0 0 0 2 0 0 172 3 0 0 172 4 360 1,490 8:45 AM 0 0 0 6 0 0 0 3 0 0 152 0 0 0 208 2 371 1,367 9:00 AM 0 0 0 4 0 0 0 1 0 0 127 3 0 0 135 1 271 1,298 9:15 AM 0 0 0 4 0 0 0 3 0 0 133 2 0 0 150 4 296 1,298 9:30 AM 0 0 0 7 0 0 0 0 0 0 117 1 0 0 135 4 264 1,202 9:45 AM 0 0 0 6 0 0 0 1 0 0 152 3 0 0 180 4 346 1,177 10:OOAM 0 0 0 4 0 0 0 1 0 0 146 3 0 0 171 2 327 1,233 10:15AM 0 0 0 4 0 0 0 5 0 0 165 2 0 0 153 2 331 1,268 10:30AM 0 0 0 5 0 0 0 2 0 0 145 1 0 0 175 4 332 1,336 10:45AM 0 0 1 5 0 0 0 3 0 0 151 0 0 0 172 1 333 1,323 11:OOAM 0 0 0 6 0 0 0 4 0 0 145 4 0 0 174 3 336 1,332 11:15AM 0 0 0 7 0 0 0 1 0 0 180 1 0 0 178 5 372 1,373 11:30AM 0 0 0 8 0 0 0 2 0 0 166 3 0 0 183 3 365 1,406 11:45AM 0 0 0 4 0 0 0 2 0 0 184 2 0 0 179 5 376 1,449 Count Total 0 0 1 143 0 0 0 52 0 0 3,501 46 0 0 3,812 68 7,623 0 All 0 0 0 43 0 0 0 7 0 0 725 13 0 0 777 16 1,581 0 Peak HV 0 0 0 1 0 0 0 0 0 0 24 1 0 0 22 0 48 0 Hour HV% - - - 2% - - - 0% - - 3% 8% - - 3% 0% 3% 0 Note:Six-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 6:00 AM 0 0 1 2 3 0 0 0 0 0 0 0 0 0 0 6:15AM 0 0 2 1 3 0 0 0 0 0 0 0 0 0 0 6:30 AM 0 0 6 4 10 0 0 0 0 0 0 0 0 0 0 6:45 AM 0 0 8 4 12 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 4 2 6 1 0 0 0 1 0 1 0 0 1 7:15AM 0 0 6 10 16 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 5 5 10 0 0 0 0 0 1 1 0 0 2 7:45 AM 1 0 5 3 9 1 0 0 0 1 0 2 0 1 3 8:00 AM 0 0 9 4 13 0 0 0 0 0 0 0 0 0 0 8:15AM 0 0 3 6 9 0 0 0 0 0 0 1 0 0 1 8:30 AM 1 0 6 9 16 0 0 0 0 0 0 0 1 0 1 8:45 AM 0 0 5 9 14 1 0 0 0 1 0 2 0 0 2 9:00 AM 0 0 6 4 10 0 0 0 0 0 0 0 0 0 0 9:15AM 0 0 1 1 2 0 0 0 0 0 0 0 0 1 1 9:30 AM 0 0 8 4 12 1 0 0 0 1 0 0 0 0 0 9:45 AM 0 0 7 3 10 0 0 0 0 0 0 0 0 0 0 10:00 AM 0 0 6 4 10 0 0 0 0 0 1 0 1 0 2 10:15AM 0 0 8 6 14 0 0 0 0 0 2 0 0 0 2 10:30 AM 0 0 2 4 6 1 0 0 0 1 1 0 0 1 2 10:45 AM 0 0 5 3 8 1 0 0 0 1 0 1 0 0 1 11:00 AM 0 0 3 4 7 0 1 0 0 1 0 1 1 0 2 11:15AM 0 0 6 2 8 0 0 0 0 0 0 1 1 0 2 11:30 AM 0 0 6 4 10 0 0 0 0 0 0 0 0 0 0 11:45 AM 0 0 5 6 11 0 0 0 0 0 2 0 0 0 2 Count Total 2 0 123 104 229 6 1 0 0 7 7 10 4 3 24 Peak Hour 1 0 25 22 48 1 0 0 0 1 1 3 0 1 5 project.manager.wa@idaxdata.com www.idaxdata.com 72 Six-Hour Count Summaries-Heavy Vehicles W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 6:00AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 2 0 3 0 6:15AM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 1 0 3 0 6:30AM 0 0 0 0 0 0 0 0 0 0 6 0 0 0 4 0 10 0 6:45AM 0 0 0 0 0 0 0 0 0 0 8 0 0 0 4 0 12 28 7:00AM 0 0 0 0 0 0 0 0 0 0 4 0 0 0 2 0 6 31 7:15AM 0 0 0 0 0 0 0 0 0 0 6 0 0 0 10 0 16 44 7:30AM 0 0 0 0 0 0 0 0 0 0 5 0 0 0 5 0 10 44 7:45AM 0 0 0 1 0 0 0 0 0 0 4 1 0 0 3 0 9 41 8:00AM 0 0 0 0 0 0 0 0 0 0 9 0 0 0 4 0 13 48 8:15AM 0 0 0 0 0 0 0 0 0 0 3 0 0 0 6 0 9 41 8:30AM 0 0 0 1 0 0 0 0 0 0 6 0 0 0 8 1 16 47 8:45AM 0 0 0 0 0 0 0 0 0 0 5 0 0 0 9 0 14 52 9:00AM 0 0 0 0 0 0 0 0 0 0 6 0 0 0 4 0 10 49 9:15AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 42 9:30AM 0 0 0 0 0 0 0 0 0 0 8 0 0 0 4 0 12 38 9:45AM 0 0 0 0 0 0 0 0 0 0 7 0 0 0 3 0 10 34 10:00AM 0 0 0 0 0 0 0 0 0 0 6 0 0 0 4 0 10 34 10:15AM 0 0 0 0 0 0 0 0 0 0 7 1 0 0 5 1 14 46 10:30AM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 4 0 6 40 10:45AM 0 0 0 0 0 0 0 0 0 0 5 0 0 0 3 0 8 38 11:00AM 0 0 0 0 0 0 0 0 0 0 3 0 0 0 4 0 7 35 11:15AM 0 0 0 0 0 0 0 0 0 0 6 0 0 0 2 0 8 29 11:30AM 0 0 0 0 0 0 0 0 0 0 6 0 0 0 4 0 10 33 11:45AM 0 0 0 0 0 0 0 0 0 0 5 0 0 0 6 0 11 36 Count Total 0 0 0 2 0 0 0 0 0 0 121 2 0 0 102 2 229 0 Peak Hour 0 0 0 1 0 0 0 0 0 0 24 1 0 0 22 0 48 0 Six-Hour Count Summaries-Bikes W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour LT TH RT LT TH RT LT TH RT LT TH RT 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 1 1 7:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 1 2 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:45 AM 0 1 0 0 0 0 0 0 0 0 0 0 1 1 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 9:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 9:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 1 2 9:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:30 AM 0 1 0 0 0 0 0 0 0 0 0 0 1 1 10:45 AM 1 0 0 0 0 0 0 0 0 0 0 0 1 2 11:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 1 3 11:15AM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Count Total 1 5 0 0 1 0 0 0 0 0 0 0 7 0 Peak Hour 0 1 0 0 0 0 0 0 0 0 0 0 1 0 Note:U-Turn volumes for bikes are included in Left-Turn,if any. project.manager.wa@idaxdata.com www.idaxdata.com 73 S 40th Ave tit) W Chestnut Ave 11 Date: 03/09/2023 N Peak Hour Count Period: 12:00 PM to 6:00 PM Peak Hour: 3:30 PM to 4:30 PM i A 73 O) O O O O O �4 1 4 Li Chestnut Ave r 4 n 0 0� TEV: 1,918 I 0 < + OJ o • o LO A 38 PH F: 0.96 0 O�O 0~ Q ~0 0� 0 Q 37 gypitim -, 0 Z 3N. V r W Chestnut Ave I 1 <EUUUD.... 0 0 ti r r O Q O O O m L HV%: PHF o 71- EB 7.9% 0.73 WB 9.1% 0.92 010 m 1T� NB 1.6% 0.91 SB 2.8% 0.96 TOTAL 2.3% 0.96 Six-Hour Count Summaries W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 3:30 PM 1 0 0 8 0 0 0 3 0 0 250 3 0 0 222 7 494 0 3:45PM 0 0 0 13 0 0 0 3 0 0 234 3 0 0 238 7 498 0 4:00PM 0 0 0 9 0 0 0 3 0 0 225 5 0 0 224 7 473 0 4:15PM 0 0 0 7 0 0 0 2 0 0 198 6 0 0 230 10 453 1,918 All 1 0 0 37 0 0 0 11 0 0 907 17 0 0 914 31 1,918 0 Peak HV 0 0 0 3 0 0 0 1 0 0 15 0 0 0 26 0 45 0 Hour HV% 0% - - 8% - - - 9% - - 2% 0% - - 3% 0% 2% 0 Note:For all three-hour count summary,see next page. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 3:30 PM 2 1 5 6 14 0 0 0 0 0 0 0 0 0 0 3:45 PM 0 0 5 3 8 0 0 0 0 0 0 0 0 2 2 4:00 PM 1 0 3 9 13 0 0 0 0 0 0 1 0 1 2 4:15PM 0 0 2 8 10 0 0 0 0 0 0 0 0 0 0 Peak Hour 3 1 15 26 45 0 0 0 0 0 0 1 0 3 4 project.manager.wa@idaxdata.com www.idaxdata.com 74 Six-Hour Count Summaries W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Souhbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 12:00 PM 0 0 0 9 0 0 0 0 0 0 191 3 0 0 201 4 408 0 12:15 PM 0 0 0 5 0 0 0 3 0 0 188 3 0 0 189 4 392 0 12:30 PM 0 0 0 4 0 0 0 1 0 0 183 3 0 0 192 3 386 0 12:45 PM 0 0 0 5 0 0 0 2 0 0 191 4 0 0 197 7 406 1,592 1:00 PM 0 0 0 8 0 0 0 4 0 0 184 2 0 0 183 6 387 1,571 1:15 PM 0 0 0 8 0 0 0 0 0 0 154 0 0 0 170 9 341 1,520 1:30 PM 0 0 0 9 0 0 0 0 0 0 172 1 0 0 204 4 390 1,524 1:45 PM 0 0 0 6 0 0 0 5 0 0 173 5 0 0 200 2 391 1,509 2:00 PM 0 0 0 2 0 0 0 6 0 0 171 3 0 0 183 7 372 1,494 2:15 PM 0 0 0 5 0 0 0 3 0 0 170 2 0 0 191 1 372 1,525 2:30 PM 0 0 0 9 0 0 0 4 0 0 223 3 0 0 210 3 452 1,587 2:45 PM 0 0 0 10 0 0 0 5 0 0 236 3 0 0 198 8 460 1,656 3:00 PM 0 0 0 5 0 0 1 5 0 0 196 3 0 0 252 10 472 1,756 3:15 PM 0 0 0 6 0 0 0 3 0 0 194 2 0 0 201 5 411 1,795 3:30 PM 1 0 0 8 0 0 0 3 0 0 250 3 0 0 222 7 494 1,837 3:45 PM 0 0 0 13 0 0 0 3 0 0 234 3 0 0 238 7 498 1,875 4:00 PM 0 0 0 9 0 0 0 3 0 0 225 5 0 0 224 7 473 1,876 4:15 PM 0 0 0 7 0 0 0 2 0 0 198 6 0 0 230 10 453 1,918 4:30 PM 0 0 0 5 0 0 0 3 0 0 202 3 0 0 220 12 445 1,869 4:45 PM 0 0 0 10 0 0 0 4 0 0 186 6 0 0 222 6 434 1,805 5:00 PM 0 0 0 9 0 0 0 3 0 0 234 5 0 0 237 9 497 1,829 5:15 PM 0 0 0 5 0 0 0 1 0 0 195 7 0 0 225 12 445 1,821 5:30 PM 0 0 0 9 0 0 0 5 0 0 215 5 0 0 198 4 436 1,812 5:45 PM 0 0 0 8 0 0 0 7 0 0 188 2 0 0 187 11 403 1,781 Count Total 1 0 0 174 0 0 1 75 0 0 4,753 82 0 0 4,974 158 10,218 0 All 1 0 0 37 0 0 0 11 0 0 907 17 0 0 914 31 1,918 0 Peak HV 0 0 0 3 0 0 0 1 0 0 15 0 0 0 26 0 45 0 Hour HV% 0% - - 8% - - - 9% - - 2% 0% - - 3% 0% 2% 0 Note:Six-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 12:00 PM 0 0 6 4 10 0 0 0 0 0 0 0 0 0 0 12:15PM 0 0 0 3 3 0 0 0 0 0 0 0 0 2 2 12:30 PM 0 0 3 2 5 0 0 0 0 0 0 0 0 1 1 12:45 PM 0 0 6 4 10 0 1 0 0 1 0 0 2 0 2 1:00 PM 0 0 4 6 10 0 0 0 0 0 0 0 0 0 0 1:15PM 0 0 4 1 5 0 0 0 0 0 0 0 0 0 0 1:30 PM 0 0 3 6 9 0 0 0 0 0 0 0 0 0 0 1:45 PM 0 0 2 3 5 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 1 2 3 6 0 0 0 0 0 0 0 1 1 2 2:15PM 0 0 5 5 10 0 0 0 0 0 0 0 0 0 0 2:30 PM 0 0 7 5 12 0 0 0 0 0 0 0 0 0 0 2:45 PM 1 0 3 3 7 0 0 0 0 0 1 0 0 0 1 3:00 PM 0 0 4 4 8 0 0 0 0 0 0 1 2 0 3 3:15PM 0 0 4 1 5 0 0 0 0 0 0 0 0 0 0 3:30 PM 2 1 5 6 14 0 0 0 0 0 0 0 0 0 0 3:45 PM 0 0 5 3 8 0 0 0 0 0 0 0 0 2 2 4:00 PM 1 0 3 9 13 0 0 0 0 0 0 1 0 1 2 4:15PM 0 0 2 8 10 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 2 6 8 0 0 0 0 0 0 2 1 0 3 4:45 PM 0 0 4 1 5 0 1 0 0 1 0 0 1 0 1 5:00 PM 0 0 1 3 4 0 0 0 0 0 0 1 1 0 2 5:15PM 0 0 1 3 4 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 2 3 5 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 1 1 0 1 0 0 1 0 0 0 0 0 Count Total 4 2 78 93 177 0 3 0 0 3 1 5 8 7 21 Peak Hour 3 1 15 26 45 0 0 0 0 0 0 1 0 3 4 project.manager.wa@idaxdata.com www.idaxdata.com 75 Six-Hour Count Summaries-Heavy Vehicles W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 12:00PM 0 0 0 0 0 0 0 0 0 0 6 0 0 0 4 0 10 0 12:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 12:30PM 0 0 0 0 0 0 0 0 0 0 3 0 0 0 2 0 5 0 12:45PM 0 0 0 0 0 0 0 0 0 0 6 0 0 0 4 0 10 28 1:00PM 0 0 0 0 0 0 0 0 0 0 4 0 0 0 6 0 10 28 1:15PM 0 0 0 0 0 0 0 0 0 0 4 0 0 0 1 0 5 30 1:30PM 0 0 0 0 0 0 0 0 0 0 3 0 0 0 6 0 9 34 1:45PM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 3 0 5 29 2:00PM 0 0 0 0 0 0 0 1 0 0 2 0 0 0 2 1 6 25 2:15PM 0 0 0 0 0 0 0 0 0 0 5 0 0 0 5 0 10 30 2:30PM 0 0 0 0 0 0 0 0 0 0 7 0 0 0 5 0 12 33 2:45PM 0 0 0 1 0 0 0 0 0 0 3 0 0 0 3 0 7 35 3:00PM 0 0 0 0 0 0 0 0 0 0 4 0 0 0 4 0 8 37 3:15PM 0 0 0 0 0 0 0 0 0 0 4 0 0 0 1 0 5 32 3:30PM 0 0 0 2 0 0 0 1 0 0 5 0 0 0 6 0 14 34 3:45PM 0 0 0 0 0 0 0 0 0 0 5 0 0 0 3 0 8 35 4:00PM 0 0 0 1 0 0 0 0 0 0 3 0 0 0 9 0 13 40 4:15PM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 8 0 10 45 4:30PM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 6 0 8 39 4:45PM 0 0 0 0 0 0 0 0 0 0 4 0 0 0 1 0 5 36 5:00PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 3 0 4 27 5:15PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 3 0 4 21 5:30PM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 3 0 5 18 5:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 14 Count Total 0 0 0 4 0 0 0 2 0 0 78 0 0 0 92 1 177 0 Peak Hour 0 0 0 3 0 0 0 1 0 0 15 0 0 0 26 0 45 0 Six-Hour Count Summaries-Bikes W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour LT TH RT LT TH RT LT TH RT LT TH RT 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45PM 0 0 0 0 1 0 0 0 0 0 0 0 1 1 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 1 0 0 0 0 0 0 0 1 1 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:45 PM 0 0 0 0 1 0 0 0 0 0 0 0 1 1 Count Total 0 0 0 0 3 0 0 0 0 0 0 0 3 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note:U-Turn volumes for bikes are included in Left-Turn,if any. project.manager.wa@idaxdata.com www.idaxdata.com 76 S 40th Ave tit) W Chestnut Ave 11 Date: 03/09/2023 N Peak Hour Count Period: 6:00 PM to 12:00 AM Peak Hour: 6:00 PM to 7:00 PM i 000 0 0 0 0 0 1 isU W Chestnut Ave ii i 4 0 6 g000D..> \ ^ 1 0—I TEV: 1,192 I 0 0J o . L0 10 0 � PHF: 0.89 0 0p0 0~ Q 0 it 0 0 —0 o� 10 , 0 Z 1 V r W Chestnut Ave fri 1 I r a.) 0 0 ao co ; ~1 I r Q 0 0 0 L HV%: PHF o EB 0.0% 0.50 tp 1 TOWB 0.0% 0.75 O O NB 0.9% 0.86 SB 0.5% 0.93 TOTAL 0.7% 0.89 Six-Hour Count Summaries W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 6:00 PM 0 0 0 5 0 0 0 1 0 0 161 1 0 0 163 3 334 0 6:15PM 0 0 0 2 0 0 0 1 0 0 138 4 0 0 160 2 307 0 6:30PM 0 0 0 2 0 0 0 2 0 0 149 2 0 0 144 1 300 0 6:45PM 0 0 0 1 0 0 0 2 0 0 100 1 0 0 140 7 251 1,192 All 0 0 0 10 0 0 0 6 0 0 548 8 0 0 607 13 1,192 0 Peak HV 0 0 0 0 0 0 0 0 0 0 5 0 0 0 3 0 8 0 Hour HV% - - - 0% - - - 0% - - 1% 0% - - 0% 0% 1% 0 Note:For all three-hour count summary,see next page. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 6:00 PM 0 0 1 1 2 0 0 0 0 0 0 0 0 1 1 6:15PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 6:30 PM 0 0 4 0 4 0 0 0 0 0 0 0 1 0 1 6:45 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 5 3 8 0 0 0 0 0 0 0 1 1 2 project.manager.wa@idaxdata.com www.idaxdata.com 77 Six-Hour Count Summaries W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Souhbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 6:00 PM 0 0 0 5 0 0 0 1 0 0 161 1 0 0 163 3 334 0 6:15 PM 0 0 0 2 0 0 0 1 0 0 138 4 0 0 160 2 307 0 6:30 PM 0 0 0 2 0 0 0 2 0 0 149 2 0 0 144 1 300 0 6:45 PM 0 0 0 1 0 0 0 2 0 0 100 1 0 0 140 7 251 1,192 7:00 PM 0 0 0 2 0 0 0 1 0 0 111 3 0 0 119 3 239 1,097 7:15 PM 0 0 0 1 0 0 0 1 0 0 113 1 0 0 106 2 224 1,014 7:30 PM 0 0 0 4 0 0 0 2 0 0 119 1 0 0 73 3 202 916 7:45 PM 0 0 0 3 0 0 0 1 0 0 76 0 0 0 93 2 175 840 8:00 PM 0 0 0 0 0 0 0 2 0 0 94 0 0 0 86 2 184 785 8:15 PM 0 0 0 1 0 0 0 1 0 0 97 2 0 0 81 1 183 744 8:30 PM 0 0 0 0 0 0 0 1 0 0 70 4 0 0 91 2 168 710 8:45 PM 0 0 0 2 0 0 1 1 0 0 75 1 0 0 63 2 145 680 9:00 PM 0 0 0 1 0 0 0 4 0 0 61 0 0 0 56 2 124 620 9:15 PM 0 0 0 2 0 0 1 1 0 0 69 1 0 0 60 2 136 573 9:30 PM 0 0 0 1 0 0 0 1 0 0 63 1 0 0 52 3 121 526 9:45 PM 0 0 0 1 0 0 0 1 0 0 44 1 0 0 44 0 91 472 10:00 PM 0 0 0 1 0 0 0 0 0 0 38 0 0 0 50 0 89 437 10:15 PM 0 0 0 2 0 0 0 1 0 0 39 1 0 0 32 1 76 377 10:30 PM 0 0 0 0 0 0 0 0 0 0 26 0 0 0 33 2 61 317 10:45 PM 0 0 0 0 0 0 0 0 0 0 15 0 0 0 33 0 48 274 11:00 PM 0 0 0 2 0 0 0 1 0 0 26 1 0 0 27 1 58 243 11:15 PM 0 0 0 1 0 0 0 1 0 0 18 0 0 0 21 1 42 209 11:30 PM 0 0 0 2 0 0 0 0 0 0 17 0 0 0 17 1 37 185 11:45 PM 0 0 0 0 0 0 0 0 0 0 12 0 0 0 13 1 26 163 Count Total 0 0 0 36 0 0 2 26 0 0 1,731 25 0 0 1,757 44 3,621 0 All 0 0 0 10 0 0 0 6 0 0 548 8 0 0 607 13 1,192 0 Peak HV 0 0 0 0 0 0 0 0 0 0 5 0 0 0 3 0 8 0 Hour HV% - - - 0% - - - 0% - - 1% 0% - - 0% 0% 1% 0 Note:Six-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians(Crossing Leg) Start EB WB NB SB Total EB WB NB SB Total East West North South Total 6:00 PM 0 0 1 1 2 0 0 0 0 0 0 0 0 1 1 6:15PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 6:30 PM 0 0 4 0 4 0 0 0 0 0 0 0 1 0 1 6:45 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 PM 0 0 1 1 2 0 0 0 0 0 1 0 0 0 1 9:00 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 9:15PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 9:30 PM 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 9:45 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 10:30 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 1 1 11:15PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 9 11 20 0 0 0 0 0 1 1 1 2 5 Peak Hour 0 0 5 3 8 0 0 0 0 0 0 0 1 1 2 project.manager.wa@idaxdata.com www.idaxdata.com 78 Six-Hour Count Summaries-Heavy Vehicles W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 6:00PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 0 6:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 6:30PM 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 4 0 6:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 8 7:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 7:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 6 7:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 7:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 2 9:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 3 9:15PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 4 9:30PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 6 9:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 5 10:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 10:15PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 4 10:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 3 10:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 11:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 3 11:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 11:30PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 Count Total 0 0 0 0 0 0 0 0 0 0 9 0 0 0 11 0 20 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 5 0 0 0 3 0 8 0 Six-Hour Count Summaries-Bikes W Chestnut Ave W Chestnut Ave S 40th Ave S 40th Ave Interval 15-min Rolling Start Eastbound Westbound Northbound Southbound Total One Hour LT TH RT LT TH RT LT TH RT LT TH RT 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note:U-Turn volumes for bikes are included in Left-Turn,if any. project.manager.wa@idaxdata.com 2017 AM and PM Peak Hour Counts Provided by City of Yakima Weekday 40th N (Southbound) In Total Out 5909 11596 5687 Right Through Left 205 5595 109 IL 4 o Out 486 Left 182 71 IC 106 Right 380 In = �° fl Total 1023 Through 86 97 Through 727 Total a,' , v ro LU In 537 Right 269 IL 177 Left 347 Out 5 T 71 184 5399 152 Left Through Right 6041 11776 5735 Out Total In 40th S (Northbound) Weekday-6am-10am 40th N (Southbound) In Total Out 2536 4813 2277 Right Through Left 56 2433 47 IL 4 o Out 133 Left 94 71 IC 26 Right 163 In c �° Total 390 Through 26 23 Through 281 Total v v LU In 257 Right 137 IL 114 Left 118 Out ro u _ IC T 71 54 2157 45 Left Through Right 2684 4940 2256 Out Total In 40th S (Northbound) Weekday-3pm-7pm 40th N (Southbound) In Total Out 3373 6783 3410 79 Right Through Left 149 3162 62 IL 4 o Out 353 Left 88 71 IC 80 Right 217 In = �° Total 633 Through 60 74 Through 446 Total v , v ro LU In 280 Right 132 IL 63 Left 229 Out 5 IC T 71 130 3242 107 Left Through Right 3357 6836 3479 Out Total In 40th S (Northbound) Weekday- Peak Hour 7:15am -8:15am 40th N (Southbound) In Total Out 749 1524 775 Right Through Left 15 719 15 IL 4 o Out 41 Left 40 71 IC 3 Right 32 In = �° Total 155 Through 7 6 Through 70 Total v Lu v LU In 114 Right 67 IL 23 Left 38 Out ro u _ IC T 71 20 732 16 Left Through Right 809 1577 768 Out Total In 40th S (Northbound) Weekday- Peak Hour 4:30pm -5:30pm 40th N (Southbound) In Total Out 1047 2072 1025 Right Through Left 61 956 30 IL 4 o Out 113 Left 24 71 IC 23 Right 63 In c �° Total 186 Through 19 17 Through 135 Total v , v ro LU In 73 Right 30 IL 23 Left 72 Out u IC T 71 35 978 23 Left Through Right 1009 2045 1036 Out Total In 40th S (Northbound) Vehicle Speed Report Summary Wa)'' DATA SOLUTIONS Location: 40th Ave N-O Chestnut Ave Count Direction:Northbound/Southbound Date Range: 3/7/2023 to 3/9/2023 Site Code: 02 Speed Range(mph) Total 0-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50 50-55 55-60 60-65 65-70 70-75 75-80 80-85 85+ Volume Study Total Northbound 20 103 144 405 2,915 14,448 10,919 1,972 193 35 5 2 0 1 0 0 0 31,162 Percent 0.1% 0.3% 0.5% 1.3% 9.4% 46.4% 35.0% 6.3% 0.6% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Southbound 31 93 154 222 2,321 12,391 12,494 3,208 389 35 12 2 1 0 0 1 0 31,354 Percent 0.1% 0.3% 0.5% 0.7% 7.4% 39.5% 39.8% 10.2% 1.2% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Total 51 196 298 627 5,236 26,839 23,413 5,180 582 70 17 4 1 1 0 1 0 62,516 Percent 0.1% 0.3% 0.5% 1.0% 8.4% 42.9% 37.5% 8.3% 0.9% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Total Study Percentile Speed Summary Total Study Speed Statistics Northbound Northbound 50th Percentile (Median) 34.3 mph Mean (Average)Speed 34.3 mph 85th Percentile 38.1 mph 10 mph Pace 29.6-39.6 mph 95th Percentile 40.8 mph Percent in Pace 81.6 % Southbound Southbound 50th Percentile (Median) 35.1 mph Mean (Average)Speed 35.1 mph 85th Percentile 39.4 mph 10 mph Pace 30.2-40.2 mph 95th Percentile 42.1 mph Percent in Pace 79.3 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 1 Ida)Location: 40th Ave N-O Chestnut Ave Date Range: 3/7/2023 to 3/9/2023 Site Code: 02 DATA SOLUTIONS Tuesday, March 7,2023 Northbound Speed Range(mph) Total Time 0-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50 50-55 55-60 60-65 65-70 70-75 75-80 80-85 85+ Volume 12:00 AM 0 0 0 0 5 24 11 0 0 0 0 0 0 0 0 0 0 40 1:00 AM 0 0 0 1 1 8 2 2 0 0 0 0 0 0 0 0 0 14 2:00 AM 0 0 0 0 3 12 5 2 1 0 0 0 0 0 0 0 0 23 3:00 AM 0 0 0 0 3 13 13 1 3 0 0 0 0 0 0 0 0 33 4:00 AM 0 0 0 3 4 36 40 7 0 1 0 0 0 0 0 0 0 91 5:00 AM 0 0 0 5 5 51 91 32 6 0 1 0 0 0 0 0 0 191 6:00 AM 0 0 0 3 18 127 197 43 5 2 0 0 0 0 0 0 0 395 7:00 AM 1 3 5 9 52 239 278 55 5 2 1 0 0 0 0 0 0 650 8:00 AM 0 1 7 3 36 267 249 51 5 0 0 0 0 0 0 0 0 619 9:00 AM 0 2 1 7 40 260 222 53 6 0 0 0 0 0 0 0 0 591 10:00 AM 0 2 2 8 62 288 177 32 1 1 0 0 0 0 0 0 0 573 11:00 AM 0 1 6 7 86 348 222 39 3 0 0 0 0 0 0 0 0 712 12:00 PM 0 6 2 8 60 339 250 34 2 1 0 0 0 0 0 0 0 702 1:00 PM 1 2 1 9 64 341 203 32 2 0 0 0 0 0 0 0 0 655 2:00 PM 1 1 4 15 138 397 211 35 4 1 0 0 0 0 0 0 0 807 3:00 PM 1 6 6 29 70 440 267 45 4 0 0 0 0 0 0 0 0 868 4:00 PM 0 1 1 7 78 442 285 71 8 0 0 0 0 0 0 0 0 893 5:00 PM 1 2 11 19 114 390 295 41 1 1 0 0 0 0 0 0 0 875 6:00 PM 0 0 0 3 40 241 194 41 2 2 0 0 0 0 0 0 0 523 7:00 PM 1 0 0 4 43 195 159 16 2 0 0 0 0 0 0 0 0 420 8:00 PM 0 1 1 2 37 169 99 17 1 1 1 0 0 0 0 0 0 329 9:00 PM 0 1 1 1 14 87 62 12 2 1 0 0 0 0 0 0 0 181 10:00 PM 0 0 0 2 10 59 42 8 0 0 0 0 0 0 0 0 0 121 11:00 PM 1 0 0 0 5 28 15 0 1 0 0 0 0 0 0 0 0 50 Total 7 29 48 145 988 4,801 3,589 669 64 13 3 0 0 0 0 0 0 10,356 Percent 0.1% 0.3% 0.5% 1.4% 9.5% 46.4% 34.7% 6.5% 0.6% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 34.3 mph Mean (Average)Speed 34.2 mph 85th Percentile 38.3 mph 10 mph Pace 29.8-39.8 mph 95th Percentile 40.9 mph Percent in Pace 81.2 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 2 Ida)Location: 40th Ave N-O Chestnut Ave Date Range: 3/7/2023 to 3/9/2023 Site Code: 02 DATA SOLUTIONS Tuesday, March 7,2023 South bound Speed Range(mph) Total Time 0-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50 50-55 55-60 60-65 65-70 70-75 75-80 80-85 85+ Volume 12:00 AM 0 0 0 0 1 2 18 10 4 1 0 1 0 0 0 0 0 37 1:00 AM 0 0 0 0 0 7 10 4 0 0 0 0 0 0 0 0 0 21 2:00 AM 0 0 0 0 0 4 3 6 3 0 0 0 0 0 0 0 0 16 3:00 AM 0 0 0 0 0 7 9 14 3 0 0 0 0 0 0 0 0 33 4:00 AM 0 0 0 0 3 19 15 8 5 1 0 0 0 0 0 0 0 51 5:00 AM 0 0 0 0 2 24 72 54 9 2 1 0 0 0 0 1 0 165 6:00 AM 0 0 0 0 3 46 222 128 13 0 0 0 0 0 0 0 0 412 7:00 AM 5 1 0 7 29 229 399 82 15 1 0 0 0 0 0 0 0 768 8:00 AM 2 0 0 0 10 173 283 82 14 0 0 0 0 0 0 0 0 564 9:00 AM 0 0 0 4 32 209 279 64 6 0 0 0 0 0 0 0 0 594 10:00 AM 2 0 0 6 38 334 280 50 3 0 0 0 0 0 0 0 0 713 11:00 AM 1 0 0 2 59 327 246 45 7 0 0 0 0 0 0 0 0 687 12:00 PM 2 0 2 7 37 328 273 66 5 0 0 0 0 0 0 0 0 720 1:00 PM 3 8 1 4 69 307 228 54 3 0 0 0 0 0 0 0 0 677 2:00 PM 0 8 25 19 105 394 222 43 4 0 0 0 0 0 0 0 0 820 3:00 PM 1 6 0 3 70 359 275 46 3 0 0 0 0 0 0 0 0 763 4:00 PM 0 6 1 5 80 374 304 65 7 0 0 0 0 0 0 0 0 842 5:00 PM 0 2 0 6 79 354 320 58 6 1 0 0 0 0 0 0 0 826 6:00 PM 1 1 1 8 18 221 269 55 6 0 0 0 0 0 0 0 0 580 7:00 PM 0 1 0 3 26 141 171 42 7 0 0 0 0 0 0 0 0 391 8:00 PM 0 4 0 3 12 66 138 60 7 0 0 0 0 0 0 0 0 290 9:00 PM 0 2 0 0 4 52 83 37 6 0 0 0 0 0 0 0 0 184 10:00 PM 1 0 1 1 4 42 66 27 2 0 0 0 0 0 0 0 0 144 11:00 PM 0 0 0 0 3 16 32 15 0 0 0 0 0 0 0 0 0 66 Total 18 39 31 78 684 4,035 4,217 1,115 138 6 1 1 0 0 0 1 0 10,364 Percent 0.2% 0.4% 0.3% 0.8% 6.6% 38.9% 40.7% 10.8% 1.3% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 35.2 mph Mean (Average)Speed 35.3 mph 85th Percentile 39.5 mph 10 mph Pace 30.2-40.2 mph 95th Percentile 42.2 mph Percent in Pace 79.54 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 3 Ida)Location: 40th Ave N-O Chestnut Ave Date Range: 3/7/2023 to 3/9/2023 Site Code: 02 DATA SOLUTIONS Wednesday, March 8,2023 Northbound Speed Range(mph) Total Time 0-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50 50-55 55-60 60-65 65-70 70-75 75-80 80-85 85+ Volume 12:00 AM 0 0 0 1 3 16 8 2 0 0 0 0 0 0 0 0 0 30 1:00 AM 0 0 1 1 5 13 6 1 0 0 0 0 0 0 0 0 0 27 2:00 AM 0 0 1 0 4 11 9 4 0 0 0 0 0 0 0 0 0 29 3:00 AM 0 0 1 1 2 17 4 3 0 0 0 0 0 0 0 0 0 28 4:00 AM 0 0 0 1 4 23 34 11 1 0 1 0 0 0 0 0 0 75 5:00 AM 0 0 0 4 4 72 79 19 6 3 0 0 0 0 0 0 0 187 6:00 AM 0 0 1 4 26 116 183 60 5 0 0 0 0 0 0 0 0 395 7:00 AM 1 7 3 2 65 269 283 41 2 0 1 0 0 0 0 0 0 674 8:00 AM 0 11 0 6 51 287 247 56 2 0 0 0 0 0 0 0 0 660 9:00 AM 0 0 0 10 72 279 205 28 1 1 0 0 0 0 0 0 0 596 10:00 AM 0 1 2 6 51 302 211 26 1 1 0 0 0 0 0 0 0 601 11:00 AM 2 1 3 12 90 353 179 30 3 0 0 0 0 0 0 0 0 673 12:00 PM 0 2 2 6 69 350 226 42 3 0 0 0 0 0 0 0 0 700 1:00 PM 0 1 4 11 57 312 205 30 1 1 0 0 0 0 0 0 0 622 2:00 PM 0 1 2 14 115 382 231 27 3 0 0 0 0 0 0 0 0 775 3:00 PM 5 7 15 13 112 430 219 46 2 0 0 0 0 0 0 0 0 849 4:00 PM 0 1 10 9 83 451 294 48 3 1 0 0 0 0 0 0 0 900 5:00 PM 2 20 13 25 116 400 237 29 3 1 0 0 0 0 0 0 0 846 6:00 PM 1 4 2 4 50 226 185 34 3 0 0 0 0 0 0 0 0 509 7:00 PM 0 3 0 2 38 196 163 29 4 1 0 0 0 0 0 0 0 436 8:00 PM 0 0 1 4 31 149 102 26 2 0 0 0 0 0 0 0 0 315 9:00 PM 0 0 1 6 15 91 67 19 2 0 0 0 0 0 0 0 0 201 10:00 PM 0 1 0 1 10 57 29 7 0 0 0 0 0 0 0 0 0 105 11:00 PM 0 0 0 1 9 38 22 9 3 0 0 1 0 0 0 0 0 83 Total 11 60 62 144 1,082 4,840 3,428 627 50 9 2 1 0 0 0 0 0 10,316 Percent 0.1% 0.6% 0.6% 1.4% 10.5% 46.9% 33.2% 6.1% 0.5% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 34.1 mph Mean (Average)Speed 34.0 mph 85th Percentile 38.0 mph 10 mph Pace 29.3-39.3 mph 95th Percentile 40.7 mph Percent in Pace 81.0 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 4 Ida)Location: 40th Ave N-O Chestnut Ave Date Range: 3/7/2023 to 3/9/2023 Site Code: 02 DATA SOLUTIONS Wednesday, March 8,2023 South bound Speed Range(mph) Total Time 0-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50 50-55 55-60 60-65 65-70 70-75 75-80 80-85 85+ Volume 12:00 AM 0 0 0 0 0 12 19 12 2 0 0 0 0 0 0 0 0 45 1:00 AM 0 0 0 0 1 6 22 10 2 0 0 0 0 0 0 0 0 41 2:00 AM 0 0 0 1 2 6 12 6 1 0 0 0 0 0 0 0 0 28 3:00 AM 0 0 0 0 0 4 7 9 1 0 0 0 0 0 0 0 0 21 4:00 AM 0 0 0 0 2 5 17 17 7 0 0 1 0 0 0 0 0 49 5:00 AM 0 0 0 0 3 20 75 58 14 3 1 0 0 0 0 0 0 174 6:00 AM 1 0 0 0 8 54 194 141 16 1 0 0 0 0 0 0 0 415 7:00 AM 0 2 1 2 55 320 293 70 15 3 0 0 0 0 0 0 0 761 8:00 AM 0 1 3 6 36 212 267 84 7 1 0 0 0 0 0 0 0 617 9:00 AM 1 3 6 7 47 239 235 55 8 1 0 0 0 0 0 0 0 602 10:00 AM 0 0 3 0 44 254 282 59 4 0 1 0 0 0 0 0 0 647 11:00 AM 0 0 8 2 60 306 287 27 3 0 0 0 0 0 0 0 0 693 12:00 PM 0 0 1 4 44 312 287 61 11 1 0 0 0 0 0 0 0 721 1:00 PM 1 0 2 4 38 309 275 56 5 2 0 0 0 0 0 0 0 692 2:00 PM 2 10 8 3 80 368 277 49 2 0 0 0 0 0 0 0 0 799 3:00 PM 0 2 9 11 81 379 237 53 7 0 0 0 0 0 0 0 0 779 4:00 PM 0 1 13 13 123 386 250 59 10 1 0 0 0 0 0 0 0 856 5:00 PM 1 0 7 5 134 389 254 58 3 1 0 0 0 0 0 0 0 852 6:00 PM 0 0 0 1 38 228 237 47 5 0 0 0 0 0 0 0 0 556 7:00 PM 0 2 2 7 24 157 186 39 5 0 3 0 0 0 0 0 0 425 8:00 PM 0 2 0 0 5 114 129 42 6 0 0 0 0 0 0 0 0 298 9:00 PM 1 0 0 1 9 59 83 22 6 0 0 0 0 0 0 0 0 181 10:00 PM 0 0 0 2 3 29 66 29 2 0 0 0 0 0 0 0 0 131 11:00 PM 0 0 0 0 7 17 34 17 3 0 0 0 0 0 0 0 0 78 Total 7 23 63 69 844 4,185 4,025 1,080 145 14 5 1 0 0 0 0 0 10,461 Percent 0.1% 0.2% 0.6% 0.7% 8.1% 40.0% 38.5% 10.3% 1.4% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 35.0 mph Mean (Average)Speed 35.1 mph 85th Percentile 39.4 mph 10 mph Pace 30.3-40.3 mph 95th Percentile 42.2 mph Percent in Pace 78.52 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 5 Wa)''Location: 40th Ave N-O Chestnut Ave Date Range: 3/7/2023 to 3/9/2023 Site Code: 02 DATA SOLUTIONS Thursday, March 9,2023 Northbound Speed Range(mph) Total Time 0-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50 50-55 55-60 60-65 65-70 70-75 75-80 80-85 85+ Volume 12:00 AM 0 0 0 0 4 18 9 0 0 0 0 0 0 0 0 0 0 31 1:00 AM 0 0 0 1 4 9 9 1 0 0 0 0 0 0 0 0 0 24 2:00 AM 0 0 1 2 2 10 11 2 1 0 0 0 0 0 0 0 0 29 3:00 AM 0 0 0 2 5 20 11 4 1 0 0 0 0 0 0 0 0 43 4:00 AM 0 0 0 1 4 24 37 10 0 1 0 0 0 0 0 0 0 77 5:00 AM 0 0 0 4 4 49 93 34 6 0 0 1 0 0 0 0 0 191 6:00 AM 0 0 1 3 13 124 189 56 6 2 0 0 0 0 0 0 0 394 7:00 AM 0 1 1 2 50 254 276 59 9 1 0 0 0 0 0 0 0 653 8:00 AM 0 2 0 7 46 283 260 56 4 0 0 0 0 0 0 0 0 658 9:00 AM 0 1 0 2 43 226 209 36 2 0 0 0 0 0 0 0 0 519 10:00 AM 1 0 0 7 59 279 225 35 1 3 0 0 0 0 0 0 0 610 11:00 AM 0 1 8 10 43 339 253 27 6 1 0 0 0 1 0 0 0 689 12:00 PM 0 1 5 8 53 368 283 40 3 1 0 0 0 0 0 0 0 762 1:00 PM 0 0 0 3 51 339 242 47 6 0 0 0 0 0 0 0 0 688 2:00 PM 0 1 0 13 83 412 244 48 5 3 0 0 0 0 0 0 0 809 3:00 PM 0 0 3 9 84 436 287 43 5 0 0 0 0 0 0 0 0 867 4:00 PM 1 1 2 12 72 389 297 40 2 0 0 0 0 0 0 0 0 816 5:00 PM 0 2 8 12 57 435 294 40 8 0 0 0 0 0 0 0 0 856 6:00 PM 0 0 0 5 47 256 229 37 1 0 0 0 0 0 0 0 0 575 7:00 PM 0 0 4 4 32 179 176 19 6 1 0 0 0 0 0 0 0 421 8:00 PM 0 1 1 1 39 170 106 21 1 0 0 0 0 0 0 0 0 340 9:00 PM 0 1 0 5 23 106 89 11 6 0 0 0 0 0 0 0 0 241 10:00 PM 0 1 0 2 11 56 46 5 0 0 0 0 0 0 0 0 0 121 11:00 PM 0 1 0 1 16 26 27 5 0 0 0 0 0 0 0 0 0 76 Total 2 14 34 116 845 4,807 3,902 676 79 13 0 1 0 1 0 0 0 10,490 Percent 0.0% 0.1% 0.3% 1.1% 8.1% 45.8% 37.2% 6.4% 0.8% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 34.6 mph Mean (Average)Speed 34.6 mph 85th Percentile 38.4 mph 10 mph Pace 29.9-39.9 mph 95th Percentile 40.9 mph Percent in Pace 83.2 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 6 Wa)''Location: 40th Ave N-O Chestnut Ave Date Range: 3/7/2023 to 3/9/2023 Site Code: 02 DATA SOLUTIONS Thursday, March 9,2023 South bound Speed Range(mph) Total Time 0-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50 50-55 55-60 60-65 65-70 70-75 75-80 80-85 85+ Volume 12:00 AM 0 0 0 0 1 11 17 6 2 0 0 0 0 0 0 0 0 37 1:00 AM 0 0 0 0 0 9 27 4 0 0 0 0 0 0 0 0 0 40 2:00 AM 0 0 0 0 0 7 11 5 3 0 0 0 0 0 0 0 0 26 3:00 AM 0 0 0 0 0 6 9 5 1 0 0 0 0 0 0 0 0 21 4:00 AM 0 0 0 0 3 11 18 14 2 2 0 0 0 0 0 0 0 50 5:00 AM 0 0 0 0 1 23 75 44 9 1 1 0 0 0 0 0 0 154 6:00 AM 0 0 0 1 10 94 208 85 5 2 0 0 0 0 0 0 0 405 7:00 AM 0 1 1 1 35 267 291 83 11 2 2 0 0 0 0 0 0 694 8:00 AM 0 0 4 6 26 229 294 66 3 0 1 0 0 0 0 0 0 629 9:00 AM 0 0 5 0 25 195 284 60 3 0 1 0 0 0 0 0 0 573 10:00 AM 0 0 1 2 38 251 270 66 4 1 0 0 0 0 0 0 0 633 11:00 AM 0 0 1 8 52 302 248 68 4 0 0 0 0 0 0 0 0 683 12:00 PM 0 1 4 11 49 320 281 57 7 0 1 0 0 0 0 0 0 731 1:00 PM 0 3 8 2 69 323 288 43 7 1 0 0 0 0 0 0 0 744 2:00 PM 0 5 20 13 106 298 278 38 3 2 0 0 0 0 0 0 0 763 3:00 PM 3 7 0 9 99 420 279 45 6 1 0 0 0 0 0 0 0 869 4:00 PM 0 5 1 7 119 411 301 43 4 0 0 0 0 0 0 0 0 891 5:00 PM 1 7 3 9 60 371 311 53 8 0 0 0 0 0 0 0 0 823 6:00 PM 1 0 2 0 46 222 256 59 3 0 0 0 1 0 0 0 0 590 7:00 PM 0 0 2 1 24 130 176 49 6 0 0 0 0 0 0 0 0 388 8:00 PM 1 1 8 2 16 121 143 37 5 0 0 0 0 0 0 0 0 334 9:00 PM 0 1 0 1 7 76 83 45 3 1 0 0 0 0 0 0 0 217 10:00 PM 0 0 0 1 6 49 68 23 2 1 0 0 0 0 0 0 0 150 11:00 PM 0 0 0 1 1 25 36 15 5 1 0 0 0 0 0 0 0 84 Total 6 31 60 75 793 4,171 4,252 1,013 106 15 6 0 1 0 0 0 0 10,529 Percent 0.1% 0.3% 0.6% 0.7% 7.5% 39.6% 40.4% 9.6% 1.0% 0.1% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 35.1 mph Mean (Average)Speed 35 mph 85th Percentile 39.1 mph 10 mph Pace 30.1 -40.1 mph 95th Percentile 41.9 mph Percent in Pace 79.89 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 7 Ida)Location: 40th Ave N-O Chestnut Ave Date Range: 3/7/2023 to 3/9/2023 Site Code: 02 DATA SOLUTIONS Total Study Average Northbound Speed Range(mph) Total Time 0-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50 50-55 55-60 60-65 65-70 70-75 75-80 80-85 85+ Volume 12:00 AM 0 0 0 0 4 19 9 1 0 0 0 0 0 0 0 0 0 33 1:00 AM 0 0 0 1 3 10 6 1 0 0 0 0 0 0 0 0 0 21 2:00 AM 0 0 1 1 3 11 8 3 1 0 0 0 0 0 0 0 0 28 3:00 AM 0 0 0 1 3 17 9 3 1 0 0 0 0 0 0 0 0 34 4:00 AM 0 0 0 2 4 28 37 9 0 1 0 0 0 0 0 0 0 81 5:00 AM 0 0 0 4 4 57 88 28 6 1 0 0 0 0 0 0 0 188 6:00 AM 0 0 1 3 19 122 190 53 5 1 0 0 0 0 0 0 0 394 7:00 AM 1 4 3 4 56 254 279 52 5 1 1 0 0 0 0 0 0 660 8:00 AM 0 5 2 5 44 279 252 54 4 0 0 0 0 0 0 0 0 645 9:00 AM 0 1 0 6 52 255 212 39 3 0 0 0 0 0 0 0 0 568 10:00 AM 0 1 1 7 57 290 204 31 1 2 0 0 0 0 0 0 0 594 11:00 AM 1 1 6 10 73 347 218 32 4 0 0 0 0 0 0 0 0 692 12:00 PM 0 3 3 7 61 352 253 39 3 1 0 0 0 0 0 0 0 722 1:00 PM 0 1 2 8 57 331 217 36 3 0 0 0 0 0 0 0 0 655 2:00 PM 0 1 2 14 112 397 229 37 4 1 0 0 0 0 0 0 0 797 3:00 PM 2 4 8 17 89 435 258 45 4 0 0 0 0 0 0 0 0 862 4:00 PM 0 1 4 9 78 427 292 53 4 0 0 0 0 0 0 0 0 868 5:00 PM 1 8 11 19 96 408 275 37 4 1 0 0 0 0 0 0 0 860 6:00 PM 0 1 1 4 46 241 203 37 2 1 0 0 0 0 0 0 0 536 7:00 PM 0 1 1 3 38 190 166 21 4 1 0 0 0 0 0 0 0 425 8:00 PM 0 1 1 2 36 163 102 21 1 0 0 0 0 0 0 0 0 327 9:00 PM 0 1 1 4 17 95 73 14 3 0 0 0 0 0 0 0 0 208 10:00 PM 0 1 0 2 10 57 39 7 0 0 0 0 0 0 0 0 0 116 11:00 PM 0 0 0 1 10 31 21 5 1 0 0 0 0 0 0 0 0 69 Total 5 35 48 134 972 4,816 3,640 658 63 11 1 0 0 0 0 0 0 10,383 Percent 0.0% 0.3% 0.5% 1.3% 9.4% 46.4% 35.1% 6.3% 0.6% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note:Average only condsidered on days with 24-hours of data. Total Study Percentile Speed Summary Total Study Speed Statistics 50th Percentile (Median) 34.3 mph Mean (Average)Speed 34.3 mph 85th Percentile 38.1 mph 10 mph Pace 29.6-39.6 mph 95th Percentile 40.8 mph Percent in Pace 81.6 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 8 Wa)''Location: 40th Ave N-O Chestnut Ave Date Range: 3/7/2023 to 3/9/2023 Site Code: 02 DATA SOLUTIONS Total Study Average South bound Speed Range(mph) Total Time 0-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50 50-55 55-60 60-65 65-70 70-75 75-80 80-85 85+ Volume 12:00 AM 0 0 0 0 1 8 18 9 3 0 0 0 0 0 0 0 0 39 1:00 AM 0 0 0 0 0 7 20 6 1 0 0 0 0 0 0 0 0 34 2:00 AM 0 0 0 0 1 6 9 6 2 0 0 0 0 0 0 0 0 24 3:00 AM 0 0 0 0 0 6 8 9 2 0 0 0 0 0 0 0 0 25 4:00 AM 0 0 0 0 3 12 17 13 5 1 0 0 0 0 0 0 0 51 5:00 AM 0 0 0 0 2 22 74 52 11 2 1 0 0 0 0 0 0 164 6:00 AM 0 0 0 0 7 65 208 118 11 1 0 0 0 0 0 0 0 410 7:00 AM 2 1 1 3 40 272 328 78 14 2 1 0 0 0 0 0 0 742 8:00 AM 1 0 2 4 24 205 281 77 8 0 0 0 0 0 0 0 0 602 9:00 AM 0 1 4 4 35 214 266 60 6 0 0 0 0 0 0 0 0 590 10:00 AM 1 0 1 3 40 280 277 58 4 0 0 0 0 0 0 0 0 664 11:00 AM 0 0 3 4 57 312 260 47 5 0 0 0 0 0 0 0 0 688 12:00 PM 1 0 2 7 43 320 280 61 8 0 0 0 0 0 0 0 0 722 1:00 PM 1 4 4 3 59 313 264 51 5 1 0 0 0 0 0 0 0 705 2:00 PM 1 8 18 12 97 353 259 43 3 1 0 0 0 0 0 0 0 795 3:00 PM 1 5 3 8 83 386 264 48 5 0 0 0 0 0 0 0 0 803 4:00 PM 0 4 5 8 107 390 285 56 7 0 0 0 0 0 0 0 0 862 5:00 PM 1 3 3 7 91 371 295 56 6 1 0 0 0 0 0 0 0 834 6:00 PM 1 0 1 3 34 224 254 54 5 0 0 0 0 0 0 0 0 576 7:00 PM 0 1 1 4 25 143 178 43 6 0 1 0 0 0 0 0 0 402 8:00 PM 0 2 3 2 11 100 137 46 6 0 0 0 0 0 0 0 0 307 9:00 PM 0 1 0 1 7 62 83 35 5 0 0 0 0 0 0 0 0 194 10:00 PM 0 0 0 1 4 40 67 26 2 0 0 0 0 0 0 0 0 140 11:00 PM 0 0 0 0 4 19 34 16 3 0 0 0 0 0 0 0 0 76 Total 10 30 51 74 775 4,130 4,166 1,068 133 9 3 0 0 0 0 0 0 10,449 Percent 0.1% 0.3% 0.5% 0.7% 7.4% 39.5% 39.9% 10.2% 1.3% 0.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note:Average only condsidered on days with 24-hours of data. Total Study Percentile Speed Summary Total Study Speed Statistics 50th Percentile (Median) 35.1 mph Mean (Average)Speed 35.1 mph 85th Percentile 39.4 mph 10 mph Pace 30.2-40.2 mph 95th Percentile 42.1 mph Percent in Pace 79.3 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 9 Vehicle Speed Report Summary Wa)'' DATA SOLUTIONS Location: Chestnut Ave E-O 40th Ave Count Direction:Eastbound/Westbound Date Range: 3/7/2023 to 3/9/2023 Site Code: 04 Speed Range(mph) Total 0-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50 50-55 55-60 60-65 65-70 70-75 75-80 80-85 85+ Volume Study Total Eastbound 16 52 155 203 55 7 1 0 0 0 0 0 0 0 0 0 0 489 Percent 3.3% 10.6% 31.7% 41.5% 11.2% 1.4% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Westbound 4 65 132 212 85 12 2 0 0 0 0 0 0 0 0 0 0 512 Percent 0.8% 12.7% 25.8% 41.4% 16.6% 2.3% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Total 20 117 287 415 140 19 3 0 0 0 0 0 0 0 0 0 0 1,001 Percent 2.0% 11.7% 28.7% 41.5% 14.0% 1.9% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Total Study Percentile Speed Summary Total Study Speed Statistics Eastbound Eastbound 50th Percentile (Median) 20.6 mph Mean (Average)Speed 20.0 mph 85th Percentile 24.5 mph 10 mph Pace 16.0-26.0 mph 95th Percentile 27.2 mph Percent in Pace 75.1 % Westbound Westbound 50th Percentile (Median) 21.1 mph Mean (Average)Speed 20.8 mph 85th Percentile 25.9 mph 10 mph Pace 15.4-25.4 mph 95th Percentile 28.6 mph Percent in Pace 68.6 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 1 Wa)''Location: Chestnut Ave E-O 40th Ave Date Range: 3/7/2023 to 3/9/2023 Site Code: 04 DATA SOLUTIONS Tuesday, March 7,2023 Eastbound Speed Range(mph) Total Time 0-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50 50-55 55-60 60-65 65-70 70-75 75-80 80-85 85+ Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 5 7:00 AM 2 3 4 4 3 1 0 0 0 0 0 0 0 0 0 0 0 17 8:00 AM 1 0 4 1 2 0 0 0 0 0 0 0 0 0 0 0 0 8 9:00 AM 1 1 3 0 1 0 0 0 0 0 0 0 0 0 0 0 0 6 10:00 AM 0 5 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 11:00AM 0 4 4 2 0 0 0 0 0 0 0 0 0 0 0 0 0 10 12:00PM 1 2 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 9 1:00PM 1 7 4 4 1 0 0 0 0 0 0 0 0 0 0 0 0 17 2:00PM 0 0 4 7 1 1 0 0 0 0 0 0 0 0 0 0 0 13 3:00PM 0 0 4 9 1 0 0 0 0 0 0 0 0 0 0 0 0 14 4:00PM 1 2 3 8 1 0 0 0 0 0 0 0 0 0 0 0 0 15 5:00 PM 0 1 9 9 5 0 0 0 0 0 0 0 0 0 0 0 0 24 6:00PM 0 1 3 3 2 0 0 0 0 0 0 0 0 0 0 0 0 9 7:00PM 0 1 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 6 8:00PM 0 0 3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 5 9:00PM 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 10:00PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 11:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 7 28 55 62 18 2 0 0 0 0 0 0 0 0 0 0 0 172 Percent 4.1% 16.3% 32.0% 36.0% 10.5% 1.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 19.8 mph Mean (Average)Speed 19.1 mph 85th Percentile 24.2 mph 10 mph Pace 14.5-24.5 mph 95th Percentile 27.0 mph Percent in Pace 69.2 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 2 Wa)''Location: Chestnut Ave E-O 40th Ave Date Range: 3/7/2023 to 3/9/2023 Site Code: 04 DATA SOLUTIONS Tuesday, March 7,2023 Westbound Speed Range(mph) Total Time 0-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50 50-55 55-60 60-65 65-70 70-75 75-80 80-85 85+ Volume 12:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 1 2 1 1 0 0 0 0 0 0 0 0 0 0 0 5 6:00 AM 0 0 1 2 5 0 0 0 0 0 0 0 0 0 0 0 0 8 7:00 AM 0 1 1 5 0 0 0 0 0 0 0 0 0 0 0 0 0 7 8:00 AM 0 0 1 9 1 0 0 0 0 0 0 0 0 0 0 0 0 11 9:00 AM 0 2 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 6 10:00 AM 2 2 2 2 1 0 0 0 0 0 0 0 0 0 0 0 0 9 11:00AM 0 6 3 4 0 0 0 0 0 0 0 0 0 0 0 0 0 13 12:00PM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1:00PM 0 2 5 3 0 0 0 0 0 0 0 0 0 0 0 0 0 10 2:00PM 0 2 5 5 1 0 0 0 0 0 0 0 0 0 0 0 0 13 3:00PM 1 1 4 4 1 1 0 0 0 0 0 0 0 0 0 0 0 12 4:00 PM 1 0 7 15 0 2 0 0 0 0 0 0 0 0 0 0 0 25 5:00 PM 0 2 5 8 7 0 0 0 0 0 0 0 0 0 0 0 0 22 6:00PM 0 1 3 3 1 1 0 0 0 0 0 0 0 0 0 0 0 9 7:00PM 0 1 1 6 0 0 0 0 0 0 0 0 0 0 0 0 0 8 8:00PM 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 9:00PM 0 0 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 4 10:00PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 4 23 44 78 19 5 0 0 0 0 0 0 0 0 0 0 0 173 Percent 2.3% 13.3% 25.4% 45.1% 11.0% 2.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 20.8 mph Mean (Average)Speed 20.4 mph 85th Percentile 24.7 mph 10 mph Pace 14.9-24.9 mph 95th Percentile 28.6 mph Percent in Pace 71.68 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 3 Wa)''Location: Chestnut Ave E-O 40th Ave Date Range: 3/7/2023 to 3/9/2023 Site Code: 04 DATA SOLUTIONS Wednesday, March 8,2023 Eastbound Speed Range(mph) Total Time 0-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50 50-55 55-60 60-65 65-70 70-75 75-80 80-85 85+ Volume 12:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 1 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 4 7:00 AM 3 4 5 3 0 1 0 0 0 0 0 0 0 0 0 0 0 16 8:00 AM 1 0 1 5 1 0 0 0 0 0 0 0 0 0 0 0 0 8 9:00 AM 0 0 2 4 0 0 0 0 0 0 0 0 0 0 0 0 0 6 10:00 AM 0 0 1 5 1 1 0 0 0 0 0 0 0 0 0 0 0 8 11:00AM 0 0 7 2 1 0 0 0 0 0 0 0 0 0 0 0 0 10 12:00PM 0 1 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 5 1:00PM 1 1 4 7 0 0 0 0 0 0 0 0 0 0 0 0 0 13 2:00PM 0 2 3 4 0 0 0 0 0 0 0 0 0 0 0 0 0 9 3:00PM 0 0 6 7 3 0 0 0 0 0 0 0 0 0 0 0 0 16 4:00PM 0 0 2 6 0 0 0 0 0 0 0 0 0 0 0 0 0 8 5:00PM 0 1 5 8 0 0 0 0 0 0 0 0 0 0 0 0 0 14 6:00PM 0 0 4 3 1 0 0 0 0 0 0 0 0 0 0 0 0 8 7:00PM 0 0 5 7 0 0 0 0 0 0 0 0 0 0 0 0 0 12 8:00PM 0 0 2 4 0 0 0 0 0 0 0 0 0 0 0 0 0 6 9:00PM 0 1 0 2 3 0 0 0 0 0 0 0 0 0 0 0 0 6 10:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 5 11 51 69 13 2 1 0 0 0 0 0 0 0 0 0 0 152 Percent 3.3% 7.2% 33.6% 45.4% 8.6% 1.3% 0.7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 20.5 mph Mean (Average)Speed 20.1 mph 85th Percentile 24.1 mph 10 mph Pace 15.3-25.3 mph 95th Percentile 27.4 mph Percent in Pace 79.6 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 4 Wa)''Location: Chestnut Ave E-O 40th Ave Date Range: 3/7/2023 to 3/9/2023 Site Code: 04 DATA SOLUTIONS Wednesday, March 8,2023 Westbound Speed Range(mph) Total Time 0-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50 50-55 55-60 60-65 65-70 70-75 75-80 80-85 85+ Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 3 6:00 AM 0 0 1 2 7 1 0 0 0 0 0 0 0 0 0 0 0 11 7:00 AM 0 1 0 2 4 0 0 0 0 0 0 0 0 0 0 0 0 7 8:00 AM 0 2 2 3 3 0 0 0 0 0 0 0 0 0 0 0 0 10 9:00 AM 0 1 4 3 2 0 0 0 0 0 0 0 0 0 0 0 0 10 10:00 AM 0 2 3 3 1 0 0 0 0 0 0 0 0 0 0 0 0 9 11:00 AM 0 1 1 8 1 0 0 0 0 0 0 0 0 0 0 0 0 11 12:00PM 0 1 2 4 2 0 0 0 0 0 0 0 0 0 0 0 0 9 1:00PM 0 1 4 4 2 0 0 0 0 0 0 0 0 0 0 0 0 11 2:00PM 0 0 2 3 1 0 0 0 0 0 0 0 0 0 0 0 0 6 3:00PM 0 1 2 1 3 0 0 0 0 0 0 0 0 0 0 0 0 7 4:00PM 0 3 5 7 2 0 0 0 0 0 0 0 0 0 0 0 0 17 5:00PM 0 4 5 6 3 0 0 0 0 0 0 0 0 0 0 0 0 18 6:00PM 0 0 4 1 1 0 0 0 0 0 0 0 0 0 0 0 0 6 7:00PM 0 0 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 5 8:00PM 0 3 1 3 2 1 0 0 0 0 0 0 0 0 0 0 0 10 9:00PM 0 1 3 4 1 0 0 0 0 0 0 0 0 0 0 0 0 9 10:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 21 41 61 37 2 0 0 0 0 0 0 0 0 0 0 0 162 Percent 0.0% 13.0% 25.3% 37.7% 22.8% 1.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 21.1 mph Mean (Average)Speed 21.1 mph 85th Percentile 26.6 mph 10 mph Pace 17.0-27.0 mph 95th Percentile 28.9 mph Percent in Pace 66.67 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 5 Wa)''Location: Chestnut Ave E-O 40th Ave Date Range: 3/7/2023 to 3/9/2023 Site Code: 04 DATA SOLUTIONS Thursday, March 9,2023 Eastbound Speed Range(mph) Total Time 0-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50 50-55 55-60 60-65 65-70 70-75 75-80 80-85 85+ Volume 12:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 1 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 4 7:00 AM 1 1 4 6 3 0 0 0 0 0 0 0 0 0 0 0 0 15 8:00 AM 1 1 1 3 2 0 0 0 0 0 0 0 0 0 0 0 0 8 9:00 AM 1 0 2 4 3 0 0 0 0 0 0 0 0 0 0 0 0 10 10:00 AM 1 0 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 8 11:00AM 0 0 0 7 3 0 0 0 0 0 0 0 0 0 0 0 0 10 12:00PM 0 1 8 3 0 0 0 0 0 0 0 0 0 0 0 0 0 12 1:00PM 0 0 5 2 1 0 0 0 0 0 0 0 0 0 0 0 0 8 2:00PM 0 3 4 4 0 0 0 0 0 0 0 0 0 0 0 0 0 11 3:00PM 0 2 0 3 4 0 0 0 0 0 0 0 0 0 0 0 0 9 4:00PM 0 1 9 8 2 1 0 0 0 0 0 0 0 0 0 0 0 21 5:00PM 0 1 3 13 1 1 0 0 0 0 0 0 0 0 0 0 0 19 6:00PM 0 1 5 3 0 0 0 0 0 0 0 0 0 0 0 0 0 9 7:00PM 0 0 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 5 8:00PM 0 1 1 4 1 0 0 0 0 0 0 0 0 0 0 0 0 7 9:00PM 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 3 10:00PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11:00PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 4 13 49 72 24 3 0 0 0 0 0 0 0 0 0 0 0 165 Percent 2.4% 7.9% 29.7% 43.6% 14.5% 1.8% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 21.3 mph Mean (Average)Speed 20.8 mph 85th Percentile 25.2 mph 10 mph Pace 16.1 -26.1 mph 95th Percentile 27.6 mph Percent in Pace 79.4 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 6 Wa)''Location: Chestnut Ave E-O 40th Ave Date Range: 3/7/2023 to 3/9/2023 Site Code: 04 DATA SOLUTIONS Thursday, March 9,2023 Westbound Speed Range(mph) Total Time 0-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50 50-55 55-60 60-65 65-70 70-75 75-80 80-85 85+ Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 1 1 0 1 0 0 0 0 0 0 0 0 0 0 0 3 6:00 AM 0 1 6 2 2 0 0 0 0 0 0 0 0 0 0 0 0 11 7:00 AM 0 0 1 2 3 0 0 0 0 0 0 0 0 0 0 0 0 6 8:00 AM 0 0 0 8 2 1 0 0 0 0 0 0 0 0 0 0 0 11 9:00 AM 0 0 1 4 1 0 0 0 0 0 0 0 0 0 0 0 0 6 10:00 AM 0 1 2 3 4 1 0 0 0 0 0 0 0 0 0 0 0 11 11:00 AM 0 3 3 3 1 0 0 0 0 0 0 0 0 0 0 0 0 10 12:00PM 0 2 3 2 1 0 0 0 0 0 0 0 0 0 0 0 0 8 1:00PM 0 2 3 3 1 0 0 0 0 0 0 0 0 0 0 0 0 9 2:00PM 0 0 7 8 3 0 0 0 0 0 0 0 0 0 0 0 0 18 3:00PM 0 1 6 7 2 1 1 0 0 0 0 0 0 0 0 0 0 18 4:00PM 0 3 3 9 0 0 1 0 0 0 0 0 0 0 0 0 0 16 5:00PM 0 1 4 7 3 0 0 0 0 0 0 0 0 0 0 0 0 15 6:00PM 0 0 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 6 7:00PM 0 4 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 6 8:00PM 0 1 4 2 0 1 0 0 0 0 0 0 0 0 0 0 0 8 9:00PM 0 1 0 5 2 0 0 0 0 0 0 0 0 0 0 0 0 8 10:00PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 11:00PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 0 21 47 73 29 5 2 0 0 0 0 0 0 0 0 0 0 177 Percent 0.0% 11.9% 26.6% 41.2% 16.4% 2.8% 1.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 21.1 mph Mean (Average)Speed 21 mph 85th Percentile 25.8 mph 10 mph Pace 16.3-26.3 mph 95th Percentile 28.7 mph Percent in Pace 70.06 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 7 Wa)''Location: Chestnut Ave E-O 40th Ave Date Range: 3/7/2023 to 3/9/2023 Site Code: 04 DATA SOLUTIONS Total Study Average Eastbound Speed Range(mph) Total Time 0-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50 50-55 55-60 60-65 65-70 70-75 75-80 80-85 85+ Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 4 7:00 AM 2 3 4 4 2 1 0 0 0 0 0 0 0 0 0 0 0 16 8:00 AM 1 0 2 3 2 0 0 0 0 0 0 0 0 0 0 0 0 8 9:00 AM 1 0 2 3 1 0 0 0 0 0 0 0 0 0 0 0 0 7 10:00 AM 0 2 2 2 1 0 0 0 0 0 0 0 0 0 0 0 0 7 11:00AM 0 1 4 4 1 0 0 0 0 0 0 0 0 0 0 0 0 10 12:00PM 0 1 5 2 0 0 0 0 0 0 0 0 0 0 0 0 0 8 1:00PM 1 3 4 4 1 0 0 0 0 0 0 0 0 0 0 0 0 13 2:00PM 0 2 4 5 0 0 0 0 0 0 0 0 0 0 0 0 0 11 3:00PM 0 1 3 6 3 0 0 0 0 0 0 0 0 0 0 0 0 13 4:00PM 0 1 5 7 1 0 0 0 0 0 0 0 0 0 0 0 0 14 5:00PM 0 1 6 10 2 0 0 0 0 0 0 0 0 0 0 0 0 19 6:00PM 0 1 4 3 1 0 0 0 0 0 0 0 0 0 0 0 0 9 7:00PM 0 0 2 5 0 0 0 0 0 0 0 0 0 0 0 0 0 7 8:00PM 0 0 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 5 9:00PM 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 10:00PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 5 17 51 65 17 1 0 0 0 0 0 0 0 0 0 0 0 156 Percent 3.2% 10.9% 32.7% 41.7% 10.9% 0.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note:Average only condsidered on days with 24-hours of data. Total Study Percentile Speed Summary Total Study Speed Statistics 50th Percentile (Median) 20.6 mph Mean (Average)Speed 20.0 mph 85th Percentile 24.5 mph 10 mph Pace 16.0-26.0 mph 95th Percentile 27.2 mph Percent in Pace 75.1 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 8 Wa)''Location: Chestnut Ave E-O 40th Ave Date Range: 3/7/2023 to 3/9/2023 Site Code: 04 DATA SOLUTIONS Total Study Average Westbound Speed Range(mph) Total Time 0-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50 50-55 55-60 60-65 65-70 70-75 75-80 80-85 85+ Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 1 2 0 1 0 0 0 0 0 0 0 0 0 0 0 4 6:00 AM 0 0 3 2 5 0 0 0 0 0 0 0 0 0 0 0 0 10 7:00 AM 0 1 1 3 2 0 0 0 0 0 0 0 0 0 0 0 0 7 8:00 AM 0 1 1 7 2 0 0 0 0 0 0 0 0 0 0 0 0 11 9:00 AM 0 1 2 3 1 0 0 0 0 0 0 0 0 0 0 0 0 7 10:00 AM 1 2 2 3 2 0 0 0 0 0 0 0 0 0 0 0 0 10 11:00AM 0 3 2 5 1 0 0 0 0 0 0 0 0 0 0 0 0 11 12:00PM 0 2 2 2 1 0 0 0 0 0 0 0 0 0 0 0 0 7 1:00PM 0 2 4 3 1 0 0 0 0 0 0 0 0 0 0 0 0 10 2:00PM 0 1 5 5 2 0 0 0 0 0 0 0 0 0 0 0 0 13 3:00PM 0 1 4 4 2 1 0 0 0 0 0 0 0 0 0 0 0 12 4:00PM 0 2 5 10 1 1 0 0 0 0 0 0 0 0 0 0 0 19 5:00PM 0 2 5 7 4 0 0 0 0 0 0 0 0 0 0 0 0 18 6:00PM 0 0 2 3 1 0 0 0 0 0 0 0 0 0 0 0 0 6 7:00PM 0 2 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 7 8:00PM 0 1 2 3 1 1 0 0 0 0 0 0 0 0 0 0 0 8 9:00PM 0 1 1 4 1 0 0 0 0 0 0 0 0 0 0 0 0 7 10:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 1 22 43 70 28 4 0 0 0 0 0 0 0 0 0 0 0 168 Percent 0.6% 13.1% 25.6% 41.7% 16.7% 2.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note:Average only condsidered on days with 24-hours of data. Total Study Percentile Speed Summary Total Study Speed Statistics 50th Percentile (Median) 21.1 mph Mean (Average)Speed 20.8 mph 85th Percentile 25.9 mph 10 mph Pace 15.4-25.4 mph 95th Percentile 28.6 mph Percent in Pace 68.6 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 9 98 ATTACHMENT D Signal Warrant Analysis 40th&Chestnut S 40th Ave/W Chestnut Ave TENW Project#2022-395 Signal Warrant Analysis for S 40th Ave /W Chestnut Ave 2023 Existing Warrant 1 - Eight Hour Vehicular Volume Combination of Condition A and Condition B Minor Approach Major Approach MUTCD (1) Hour W Chestnut Ave S 40th Ave 80% 80% Begins Highest EB/WB (2) Total NB&SB (2) Warrant 1 A/B Condition A Condition B 5:00 8 378 6:00 19 893 7:00 39 1,622 8:00 23 1,421 9:00 20 1,321 10:00 21 1,422 11:00 22 1,565 12:00 26 1,636 13:00 26 1,541 14:00 29 1,792 15:00 32 1,916 16:00 34 1,967 17:00 30 1,929 18:00 15 1,246 19:00 10 928 WARRANT MET(3)= NO Notes: (1) MUTCD-Manual on Uniform Traffic Control Devices,2009. (2) Three-day average of 24-hour volumes conducted on 3/7/23,3/8/23,and 3/9/23. (3) Signal warrant satisfied when traffic volumes exist for each of any 8 hours of an average day. MUTCD Warrant Requirements Warrant 1: Combination of A and B The combination of warrants is satisfied where Condition A and Condition B are satisfied to the extent of 80 percent or more of the stated values. NOTE: This combination warrant only applies after an adequate trial of other alternatives that could cause less delay and inconvenience to traffic has failed to solve the traffic problems. �TENW 40th & Chestnut S 40th Ave/W Chestnut Ave TENW Project#2022-395 Signal Warrant Analysis for S 40th Ave /W Chestnut Ave 2023 Existing Warrant 1 - Eight Hour Vehicular Volume Condition A - Minimum Vehicular Volume Minor Approach Major Approach Hour W Chestnut Ave S 40th Ave MUTCD (1) Begins Highest EB/WB (2) Total NB&SB (2) Warrant lA 5:00 8 378 6:00 19 893 7:00 39 1,622 8:00 23 1,421 9:00 20 1,321 10:00 21 1,422 11:00 22 1,565 12:00 26 1,636 13:00 26 1,541 14:00 29 1,792 15:00 32 1,916 16:00 34 1,967 17:00 30 1,929 18:00 15 1,246 19:00 10 928 WARRANT MET(3)= NO Notes: (1) MUTCD-Manual on Uniform Traffic Control Devices,2009. (2) Three-day average of 24-hour volumes conducted on 3/7/23,3/8/23,and 3/9/23. (3) Signal warrant satisfied when traffic volumes exist for each of any 8 hours of an average day. MUTCD Warrant Requirements Warrant 1,Condition A: Minimum Vehicular Volume Minimum volume of 600 vehicles per hour on 2-lane major street (both approaches) and 200 vehicles per hour on 2-lane minor street approach. TENW 40th&Chestnut S 40th Ave/W Chestnut Ave TENW Project#2022-395 Signal Warrant Analysis for S 40th Ave / W Chestnut Ave 2023 Existing Warrant 1 - Eight Hour Vehicular Volume Condition B - Interruption of Continuous Traffic Minor Approach Major Approach Hour W Chestnut Ave S 40th Ave MUTCD (1) Begins Highest EB/WB (2) Total NB&SB (2) Warrant 1 B 5:00 8 378 6:00 19 893 7:00 39 1,622 8:00 23 1,421 9:00 20 1,321 10:00 21 1,422 1 1:00 22 1,565 12:00 26 1,636 13:00 26 1,541 14:00 29 1,792 15:00 32 1,916 16:00 34 1,967 17:00 30 1,929 18:00 15 1,246 19:00 10 928 WARRANT MET(3)= NO Notes: (1) MUTCD-Manual on Uniform Traffic Control Devices,2009. (2) Three-day average of 24-hour volumes conducted on 3/7/23,3/8/23,and 3/9/23. (3) Signal warrant satisfied when traffic volumes exist for each of any 8 hours of an average day. MUTCD Warrant Requirements Warrant 1,Condition B: Interruption of Continuous Traffic Minimum volume of 900 vehicles per hour on 2-lane major street (both approaches) and 100 vehicles per hour on 2-lane minor street approach. TENW 40th&Chestnut S 40th Ave/W Chestnut Ave TENW Project#2022-395 Signal Warrant Analysis for S 40th Ave /W Chestnut Ave 2023 Existing Warrant 2 - Four Hour Vehicular Volume Minor Approach Major Approach MUTCD (1) Hour W Chestnut Ave S 40th Ave Begins Highest EB/WB (2) Total NB&SB (2) Warrant 2 5:00 8 378 6:00 19 893 7:00 39 1,622 8:00 23 1,421 9:00 20 1,321 10:00 21 1,422 11:00 22 1,565 12:00 26 1,636 13:00 26 1,541 14:00 29 1,792 15:00 32 1,916 16:00 34 1,967 17:00 30 1,929 18:00 15 1,246 17:00 10 928 WARRANT MET(3)= NO Notes: (1) MUTCD-Manual on Uniform Traffic Control Devices,2009. (2) Three-day average of 24-hour volumes conducted on 3/7/23,3/8/23,and 3/9/23. (3) Signal warrant satisfied when traffic volumes exist for each of any 4 hours of an average day. MUTCD Warrant Requirements Warrant 2: Four Hour Vehicular Volume The plotted points representing the vehicles per hour on the major street(total of both approaches) and the corresponding vehicles per hour on the higher volume minor street approach (one direction only) all fall above the applicable curve in Figure 4C-1 for the existing combination of approach lanes. �TENW 40th&Chestnut 5 40th Ave/W Chestnut Ave TENW Project#2022-395 Signal Warrant Analysis for S 40th Ave/W Chestnut Ave 2023 Existing Warrant 2 - Four Hour Vehicular Volume Figure 4C-1. Warrant 2,Four-Hour Vehicular Volume DO i i I I I 6 2 OR MORE LANES&2 OR MORE LANES 400 12 O I MORE LANES&1 LINE I MINOR 1 LANE&1 LANE STREET 300 — -- HIGHER- VOLUME APPROACH- 200 VPH 115' 100 ��. "�- 80" 1622,39 1916,32_ • elp• 1967,34 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1929,30 MAJOR STREET TOTAL OF BOTH APPROACHES— VEHICLES PER HOUR(VPH) 'Note:115 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 80 vph applies as the lower threshold volume for a minor-street approach with one lane. WARRANT MET(2)= NO Notes: (1) The four highest hourly minor/major approach volumes as shown in the data for Warrant 1. (2) The signal warrant is satisfied when the conditions given below exist for each of any 4 hours of an average day. MUTCD Warrant Requirements Warrant 2: Four Hour Vehicular Volume The plotted points representing the vehicles per hour on the major street(total of both approaches)and the corresponding vehicles per hour on the higher volume minor street approach (one direction only)all fall above the applicable curve in Figure 4C-1 for the existing combination of approach lanes. On the minor street,the higher volume shall not be required to be on the same approach during each of these 4 hours. TENW 40th&Chestnut S 40th Ave/W Chestnut Ave TENW Project#2022-395 Signal Warrant Analysis for S 40th Ave / W Chestnut Ave 2023 Existing Warrant 3 - Peak Hour (AM Peak Hour) Condition A This warrant is met if all three of the following conditions exist for the same 1 hour (any four consecutive 15-minute periods) of an average day: 1. The total stopped delay experienced by the traffic on one minor-street approach (one direction only) controlled by a STOP sign equals or exceeds: 4 vehicle-hours for a one-lane approach; or 5 vehicle-hours for a two-lane approach 40th/Chestnut, EB approach (1 lane) Control Delay (sec/veh) = 14.3 sec/veh **Based on results from HCM 6th analysis Stopped Delay (sec/veh) = 11.0 sec/veh Total Volume (veh/hr) = 40 veh/hour Vehicle-Hours= 0.12 veh-hours CONDITION 1 MET= NO 2. The volume on the same minor-street approach (one direction only) equals or exceeds 100 vehicles per hour for one moving lane of traffic or 150 vehicles per hour for two moving lanes. 40th/Chestnut, EB approach volume 40 CONDITION 2 MET= NO 3. The total entering volume serviced during the hour equals or exceeds 650 vehicle per hour for intersections with three approaches or 800 vehicles per hour for intersections with four or more approaches. 40th/Chestnut,Total entering volume 1,635 CONDITION 3 MET= YES WARRANT MET = NO NOTE: This signal warrant shall be applied only in unusual cases,such as office complexes, manufacturing plants, industrial complexes, or high- occupancy vehicle facilities that attract or discharge large numbers of vehicles over a short time. TENW 40th&Chestnut S 40th Ave/W Chestnut Ave TENW Project#2022-395 Signal Warrant Analysis for S 40th Ave / W Chestnut Ave 2023 Existing Warrant 3 - Peak Hour (PM Peak Hour) Condition A This warrant is met if all three of the following conditions exist for the same 1 hour (any four consecutive 15-minute periods) of an average day: 1. The total stopped delay experienced by the traffic on one minor-street approach (one direction only) controlled by a STOP sign equals or exceeds: 4 vehicle-hours for a one-lane approach; or 5 vehicle-hours for a two-lane approach 40th/Chestnut, EB approach (1 lane) Control Delay (sec/veh) = 14.0 sec/veh **Based on results from HCM 6th analysis Stopped Delay (sec/veh) = 10.8 sec/veh Total Volume (veh/hr) = 34 veh/hour Vehicle-Hours= 0.10 veh-hours CONDITION 1 MET= NO 2. The volume on the same minor-street approach (one direction only) equals or exceeds 100 vehicles per hour for one moving lane of traffic or 150 vehicles per hour for two moving lanes. 40th/Chestnut, EB approach volume 34 CONDITION 2 MET= NO 3. The total entering volume serviced during the hour equals or exceeds 650 vehicle per hour for intersections with three approaches or 800 vehicles per hour for intersections with four or more approaches. 40th/Chestnut,Total entering volume 1,931 CONDITION 3 MET= YES WARRANT MET = NO NOTE: This signal warrant shall be applied only in unusual cases,such as office complexes, manufacturing plants, industrial complexes, or high- occupancy vehicle facilities that attract or discharge large numbers of vehicles over a short time. TENW 40th&Chestnut S 40th Ave/W Chestnut Ave TENW Project#2022-395 Signal Warrant Analysis for S 40th Ave/W Chestnut Ave 2023 Existing Warrant 3 - Peak Hour Condition B Minor Approach Major Approach MUTCD (1) Hour W Chestnut Ave S 40th Ave Begins Highest EB/WB (2) Total NB&SB (2) Warrant 3 5:00 8 378 6:00 19 893 7:00 39 1,622 8:00 23 1,421 9:00 20 1,321 10:00 21 1,422 11:00 22 1,565 12:00 26 1,636 13:00 26 1,541 14:00 29 1,792 15:00 32 1,916 16:00 34 1,967 17:00 30 1,929 18:00 15 1,246 19:00 10 928 WARRANT MET(3)= NO Notes: (1) MUTCD-Manual on Uniform Traffic Control Devices,2009. (2) Three-day average of 24-hour volumes conducted on 3/7/23,3/8/23,and 3/9/23. (3) Signal warrant satisfied when traffic volumes exist for one hour of an average day. MUTCD Warrant Requirements Warrant 3: Peak Hour-Condition B The plotted points representing the vehicles per hour on the major street (total of both approaches)and the corresponding vehicles per hour on the higher volume minor street approach(one direction only)for one hour(any four consectutive 15-minute periods) of an average day falls above the curve in Figure 4C-3 for the existing combination of approach lanes. NOTE: This signal warrant shall only be applied in unusual cases. Such cases include,but are not limited to,office complexes,manufacturing plants,industrial complexes,or high-occupancy vehicle facilities that attract or discharge large numbers of vehicles over a short time. �TENW 40th&Chestnut S 40th Ave/W Chestnut Ave TENW Project#2022-395 Signal Warrant Analysis for S 40th Ave/W Chestnut Ave 2023 Existing Warrant 3- Peak Hour Condition B Figure 4C-3. Warrant 3, Peak Hour 600 500 2 OR MORE LANES&2 OR MORE LANES MINOR I I , STREET 400 2 OR MORE LANES&1 LANE HIGHER- VOLUME 300 1 LANE&1 LANE APPROACH - VPH zoo — 150• too loo• • 1,967,34 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 MAJOR STREET—TOTAL OF BOTH APPROACHES— VEHICLES PER HOUR(VPH) 'Note:150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. WARRANT MET(2)= NO Notes: (1) The highest hourly minor/major approach volumes as shown in the data tor Warrant 1. (2) The signal warrant is satisfied when the conditions given below exist tor one hour of an average day. MUTCD Warrant Requirements Warrant 3: Peak Hour-Condition B The plotted point representing the vehicles per hour on the major street(total of both approaches)and the corresponding vehicles per hour on the higher-volume minor street approach(one direction only)for 1 hour of an average day falls above the applicable curve in Figure 4C-3 for the existing combination of approach lanes. NOTE: This signal warrant shall only be applied in unusual cases. Such cases include,but are not limited to,office complexes,manufacturing plants,industrial complexes,or high-occupancy vehicle facilities that attract or discharge large numbers of vehicles over a short time. �TENW 40th & Chestnut S 40th Ave/ W Chestnut Ave TENW Project#2022-395 Signal Warrant Analysis for S 40th Ave /W Chestnut Ave 2023 Existing Warrant 4 - Pedestrian Volume Minor Approach Major Approach MUTCD (1) Hour W Chestnut Ave S 40th Ave Begins South+North crossing peds (2) Total NB&SB (3) Warrant 4 5:00 2 378 6:00 0 893 7:00 7 1,622 8:00 3 1,421 9:00 4 1,321 10:00 4 1,422 1 1:00 3 1,565 12:00 4 1,636 13:00 2 1,541 14:00 3 1,792 15:00 5 1,916 16:00 6 1,967 17:00 4 1,929 18:00 4 1,246 17:00 1 928 WARRANT MET(4)= NO Notes: (1) MUTCD-Manual on Uniform Traffic Control Devices,2009. (2) Three-day average of 24-hour volumes conducted on 3/7/23,3/8/23,and 3/9/23. (3) Three-day average of 24-hour volumes conducted on 3/7/23,3/8/23,and 3/9/23. (4) Signal warrant satisfied when traffic volumes exist for each of any 4 hours of an average day. MUTCD Warrant Requirements Warrant 4: Pedestrian Volume The plotted points representing the vehicles per hour on the major street (total of both approaches) and the corresponding pedestrians per hour crossing the major street (total of all crossings) all fall above the applicable curve in Figure 4C-5. �TENW 40th & Chestnut 109 S 40th Ave / W Chestnut Ave TENW Project #2022-395 Signal Warrant Analysis for S 40th Ave / W Chestnut Ave 2023 Existing Warrant 4 - Pedestrian Volume Figure 4C-5. Warrant 4, Pedestrian Four-Hour Volume 500 400 TOTAL OF ALL PEDESTRIANS 300 CROSSING MAJOR STREET- PEDESTRIANS 200 PER HOUR (PPH) 100 107* 1622, 7 41 1967 6 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1992, 4 MAJOR STREET—TOTAL OF BOTH APPROACHES— VEHICLES PER HOUR (VPH) *Note: 107 pph applies as the lower threshold volume. WARRANT MET(2) = NO Notes: (1) The four highest hourly major approach/ped crossing volumes as shown in the data for Warrant 4. (2) The signal warrant is satisfied when the conditions given below exist for each of any 4 hours of an average day. MUTCD Warrant Requirements Warrant 4: Pedestrian Volume The plotted points representing the vehicles per hour on the major street (total of both approaches) and the corresponding pedestrians per hour crossing the major street (total of all crossings) all fall above the applicable curve in Figure 4C-5. TENW 40th & Chestnut 110 S 40th Ave / W Chestnut Ave TENW Project #2022-395 Signal Warrant Analysis for S 40th Ave / W Chestnut Ave 2023 Existing Warrant 4 - Pedestrian Volume Figure 4C-6. Warrant 4, Pedestrian Four-Hour Volume (70% Factor) 400 — - TOTAL OF ALL 300 J PEDESTRIANS CROSSING MAJOR STREET- 200 PEDESTRIANS PER HOUR (PPH) 100 75" 1677 7 1916 541 _ 1967. 6 200 300 400 600 600 700 800 900 1000 1992, 4 MAJOR STREET—TOTAL OF BOTH APPROACHES— VEHICLES PER HOUR (VPH) *Note: 75 pph applies as the Tower threshold volume. WARRANT MET(2) = NO Notes: (1) The four highest hourly major approach/ped crossing volumes as shown in the data for Warrant 4. (2) The signal warrant is satisfied when the conditions given below exist for each of any 4 hours of an average day. MUTCD Warrant Requirements Warrant 4: Pedestrian Volume The plotted points representing the vehicles per hour on the major street (total of both approaches) and the corresponding pedestrians per hour crossing the major street (total of all crossings) all fall above the applicable curve in Figure 4C-5. TENW 40th &Chestnut S 40th Ave/W Chestnut Ave TENW Project#2022-395 Signal Warrant Analysis for S 40th Ave/W Chestnut Ave 2023 Existing Warrant 4 - Pedestrian Volume Figure 4C-7. Warrant 4, Pedestrian Peak Hour 700 600 TOTAL OF ALL 500 PEDESTRIANS CROSSING 400 MAJOR STREET PEDESTRIANS 300 • PER HOUR(PPH) 200 ... 133• 100 1 0: 122, 1 I 300 400 500 600 700 800 900 1000 11001200 1300 1400 1500 1600 1700 1800 MAJOR STREET—TOTAL OF BOTH APPROACHES— VEHICLES PER HOUR(VPH) 'Note:133 pph applies as the lower threshold volume. WARRANT MET(4)= NO Notes: (1) The highest hourly major approach volumes/pedestrian crossing volumes as shown in the data for Warrant 4. (2) The signal warrant is satisfied when the conditions given below exist for one hour of an average day. MUTCD Warrant Requirements Warrant 4: Pedestrian Volume The plotted point representing the vehicles per hour on the major street(total of both approaches)and the corresponding pedestrians per hour crossing the major street(total of all crossings)all fall above the applicable curve in Figure 4C-5. TENW 40th &Chestnut S 40th Ave/W Chestnut Ave TENW Project#2022-395 Signal Warrant Analysis for S 40th Ave/W Chestnut Ave 2023 Existing Warrant 4 - Pedestrian Volume Figure 4C-8. Warrant 4, Pedestrian Peak Hour (70% Factor) 500 400 - TOTAL OF ALL PEDESTRIANS 300 • CROSSING MAJOR STREET- PEDESTRIANS 200 PER HOUR (PPH) 100 93' • 1622,7 200 300 400 500 600 700 800 900 1000 1100 1200 MAJOR STREET—TOTAL OF BOTH APPROACHES— VEHICLES PER HOUR (VPH) 'Note:93 pph applies as the lower threshold volume. WARRANT MET(4)= NO Notes: (1) The highest hourly major approach volumes/pedestrian crossing volumes as shown in the data for Warrant 4. (2) The signal warrant is satisfied when the conditions given below exist for one hour of an average day. MUTCD Warrant Requirements Warrant 4: Pedestrian Volume The plotted point representing the vehicles per hour on the major street(total of both approaches)and the corresponding pedestrians per hour crossing the major street(total of all crossings)all fall above the applicable curve in Figure 4C-5. �TENW 113 ATTACHMENT E Multi-Way Stop Analysis 40th & Chestnut S 40th Ave / W Chestnut Ave TENW Project #2022-395 Existing Year= Multi-Way Stop Warrant Tuesday 3/7/23 Wednesday 3/8/23 Thursday 3/9/23 2023 Existing-3 Day Average Total Entering Total Entering EB WB NB SB EB WB NB SB EB WB NB SB EB WB NB SB Volume on Volume on 40th Time (Chestnut) (Chestnut) (40th) (40th) (Chestnut) (Chestnut) (40th) (40th) (Chestnut) (Chestnut) (40th) (40th) (Chestnut) (Chestnut) (40th) (40th) Chestnut(1) (2) 12:00 AM 0 1 39 37 0 0 31 45 1 1 32 37 0 1 34 40 1 74 1:00 AM 0 1 13 19 0 0 28 40 0 0 24 37 0 0 22 32 0 54 2:00 AM 1 0 26 18 3 0 26 28 2 3 26 25 2 1 26 24 3 50 3:00 AM 2 0 31 32 3 3 24 21 2 2 40 21 2 2 32 25 4 57 4:00 AM 3 1 89 48 1 2 74 49 1 0 80 50 2 1 81 49 3 130 5:00 AM 4 5 178 165 9 1 184 171 9 6 182 147 8 5 181 161 13 342 6:00 AM 17 8 395 422 16 7 386 421 19 8 397 406 17 8 393 416 25 809 7:00 AM 35 8 653 810 46 7 691 822 41 7 660 772 41 8 668 801 49 1,469 8:00 AM 22 12 618 599 22 9 656 653 23 13 654 679 23 11 643 644 34 1,287 9:00 AM 13 4 584 627 22 11 605 619 23 5 538 613 21 7 576 620 28 1,196 10:00 AM 23 13 564 730 18 8 603 675 22 12 613 680 21 11 593 695 32 1,288 11:00 AM 14 15 703 727 21 10 674 732 25 12 685 730 20 13 687 730 33 1,417 12:00 PM 24 3 699 746 26 9 705 733 26 9 766 797 26 8 723 759 34 1,482 1:00 PM 20 11 671 694 20 13 636 718 31 9 691 778 24 11 666 730 35 1,396 2:00 PM 23 17 798 841 29 7 114 781 836 27 19 811 801 27 14 797 826 41 1,623 3:00 PM 26 9 869 808 30 7 878 827 35 17 885 942 31 12 877 859 43 1,736 4:00 PM 35 21 887 883 29 22 909 903 32 15 831 931 33 19 876 906 52 1,782 5:00 PM 25 19 866 896 26 17 866 879 31 18 851 883 28 19 861 886 47 1,747 6:00 PM 20 10 534 621 12 5 501 557 11 7 556 620 15 8 530 599 23 1,129 7:00 PM 9 7 427 403 8 7 434 433 10 5 424 401 9 7 428 412 16 840 8:00 PM 7 3 339 288 5 8 308 301 3 6 343 328 5 6 330 306 11 636 9:00 PM 5 4 178 181 5 9 193 182 5 8 240 219 5 7 204 194 12 398 10:00 PM 8 1 122 144 4 0 110 126 3 1 119 151 6 1 117 140 7 257 11:00 PM 1 1 48 67 2 2 81 76 6 2 74 82 4 2 68 75 6 143 >200 >300 (1)The combined vehicular, pedestrian, and bicycle volume entering the intersection from the minor street approaches (total of both approaches) averages at least 200 units per hour for the same 8 hours, with an average delay to minor-street vehicular traffic of at least 30 seconds per vehicle during the highest hour; and (2)The vehicular volume entering the intersection from the major street approaches (total of both approaches) averages at least 300 vehicles per hour for any 8 hours of an average day V TENW 115 ATTACHMENT F Bike Reroute Alternative 116 LEGEND ' - . ,..7 rirr' 111'7 - 17 '1 . - I. Proposed new bike route 9'� M ' ,E 3 7 ,.....r. , ' • — • Existing bike route to be - F ! - ., . " ! �• ' , . J. J Ifrelocated {' 1 ;I w-_ r1 - *` s 7 r r I l- 4 41E r 41 ji 1 !ii.'400 --A,.Irs, .. ...I r --4, ok, om I - --L . 13 • . r. i ,.7: tor-,,, * , . _ : '''' ::-t:\---ih-. ''.1 - ,, jk i,.!.. '' Aff •'4 - •. ` . * 1 . 7i, P S40thAve & i dir ,� .+ �-, 4 W Chestnut Ave ,:tot: ' , . '41::. r —114 MIL VIP Oho, 1 Alp 0 -- V sill% 1 —'I {. •W Tr of Ave ' �r ' .. t. olio" al :L 4. Ci • 7i' a .. .1 .r r ♦.,� W .q •. ..Th CIF a �"' ^ . �+ w ii 1 - _� _ t • 0 I`�'ttSt _ I �' ._ _•�,.�...R1-_:,4' vast D A. .,a1neatlSt 4 ' 1. ry : ‘,„ . - . S 40th Ave & •1 T.1 - pal ' . $ 1, Yew' 16r,.1► ' Tieton Drive �R i Ti. ,t o u' �� ..gin _ i _ , ti, , _ • `. 1 .� �I f • �'�'Y I • I 1y{�: '' -e .� �_ it 1 A-4 ' '-'f I . f ,i [ f 44 ,..) , .-- - _ ... 4 . . , t, 4 -,-.. . ,„.... . . -,:. •' * b - ilt 4;„_.,. _ _ ., ,,.. . , mN V Attachment F: Bike Reroute Alternative NOTTO SCALE