Clarendon Multimodal Transportation Study Existing Conditions Report

Transcription

1 Clarendon Mulimodal Transporaion Sudy Exising Condiions Repor Ocober 21 Prepared for: Prepared by:

2 Inroducion and Projec Background Toole Design Group (TDG) and Kielson & Associaes, Inc. (KAI) are conducing a small area ransporaion sudy for Arlingon Couny ha will yield a funcional concep ransporaion plan for Clarendon Circle. The Couny has iniiaed a Capial Improvemens Projec for Clarendon Circle o improve pedesrian and bicycle access, normalize inersecion geomery, mainain or improve raffic flow, reduce inersecion size and upgrade he raffic signals and lighing in he inersecion area. The projec exends o nine adjacen inersecions surrounding he Washingon Wilson Clarendon inersecion as highlighed in he Sudy Area secion of his repor. This repor provides documenaion of exising condiions for all modes of ransporaion ha inerac wih one anoher in he sudy area including pedesrians, bicycliss, buses, auos and Mero. Clarendon Secor Plan In November 26, he Couny Board adoped he Clarendon Secor Plan Par 2. This documen is an exension and clarificaion of he ransporaion, parking, urban design and implemenaion issues from Par 1 of he plan, which was acceped in June of ha year. The Clarendon Secor Plan addresses all aspecs of he urban form in and around he Clarendon Mero saion. The Clarendon Task Force idenified dozens of broad and specific recommendaions in he Secor Plan ha address elemens such as building se backs, sidewalk widhs, land use paerns, and public ar o name a few. The combinaion of recommendaions was chosen in pursui of he vision of Clarendon as an urban village and is inended o guide developmen in he area for he nex 15 2 years. One of he focal poins of Clarendon is Clarendon Circle, he inersecion of Washingon Boulevard, Wilson Boulevard, Clarendon Boulevard, and Irving Sree. As described in he Secor Plan, Clarendon Circle serves as a hub in he sree nework, carries high volumes of raffic, and suffers from skewed approaches, confusing driver orienaion and deficien bicycle and pedesrian faciliies. The Secion Plan idenified he following recommendaions for Clarendon Circle in he preferred opion: Close Norh Irving Sree souh of he circle; Realign Washingon Boulevard wes of he inersecion o inersec Wilson and Clarendon Boulevards a a righ angle; and Shif Wilson Sree righ of a new median o align wih Clarendon Boulevard as i ravels across Washingon Boulevard. Clarendon Mulimodal Transporaion Sudy Page 2 of 3 Exising Condiions Repor

3 The Couny Board reviewed oher opions from he Secor Plan and affirmed hey were no desirable, including consrucion of an underpass design and a roundabou alernaive. There are several poins made in he Secor Plan regarding ransporaion design and operaions: A Clarendon Circle: o Narrow ravel lanes and reduce crossing disances o Uilize new building fronages on he wes side o define he space General Transporaion Recommendaions o Improve qualiy and safey of pedesrian ravel Provide sidewalks wih sufficien clear zone Minimize crossing disances Allow on sree parking o Reduce pavemen area for vehicles o minimum required o mainain capaciy o Improve sysem conneciviy hrough developmen of eriary sree nework o Minimize impac of service access and deliveries on pedesrian vehicle ravel resric main srees from service access o Improve signal iming for inersecion operaions o Provide more bicycle faciliies in he form of bike lanes and abundan bike parking in commercial areas o Enhance convenience and efficiency of bus service in Clarendon and improve comfor/convenience of Clarendon Merorail saion o Ensure all upgrades adhere o hisoric building preservaion and building fronage preservaion sies o Encourage alernaive modes of ransporaion from he auomobile Reconsruc he inersecions of Clarendon and Wilson Boulevards wih Highland Sree o accommodae exising raffic volumes and improve pedesrian faciliies and on sree parking. Realign 13 h Sree as a T inersecion and provide new green space Recommended zoning for Wachovia Bank and currenly underuilized parking lo includes densiies of 3. FAR and up o 11 fee in heigh wih opions for increases o be discussed wih he couny. Clarendon Mulimodal Transporaion Sudy Page 3 of 3 Exising Condiions Repor

4 Sudy Area Clarendon Circle refers o he Washingon Wilson Clarendon inersecion adjacen o he Clarendon Mero Saion. The inersecion iself is made up of seven roadway approaches, wo of which form a couple (Clarendon and Wilson Boulevards). The nine signalized inersecions whose operaions affec he main inersecion are: Washingon Boulevard and 1h Sree Norh 2. Norh Highland Sree and 1h Sree Norh 3. Wilson Boulevard and 1h Sree Norh 4. Fairfax/Kirkwood Drive. and 1h Sree Norh 5. Washingon Boulevard and Kirkwood Road 6. Washingon Boulevard and 13h Sree Norh 7. Wilson Boulevard and N Hudson Sree 8. Wilson Boulevard and Clarendon Boulevard a Norh Highland Sree 9. Washingon Boulevard and Norh Highland Sree The sudy area is shown in Figure Clarendon Mulimodal Transporaion Sudy Page 4 of 3 Exising Condiions Repor

5 Clarendon Circle

6 Regional Nework Significance Clarendon Circle sis a he juncure of several imporan regional roues. Washingon Boulevard is an arerial ha connecs wih US 5 and I 395 o he souheas and provides access o he Rosslyn Ballson Corridor. Souh of he inersecion, Washingon Boulevard serves as a major norh souh connecor. Norh of he inersecion, Washingon Boulevard becomes a lower order sree and serves mosly residenial neighborhoods. The Wilson Clarendon Boulevard couple operaes as an arerial wih local access for raffic raversing he Rosslyn Ballson corridor. The couple raverses he same general pah as he Mero Orange Line and provides an alernaive mode of access o each of he buil up saion areas. Fairfax drive is anoher eas wes sree ha provides conneciviy beween Clarendon and Ballson, bu effecively erminaes in a parking lo adjacen o Clarendon Circle. Irving Sree is biseced by he Washingon Wilson Clarendon inersecion as a one way inbound sree on he souh side of he inersecion and one way oubound sree on he norh side. A schemaic represenaion of all sree direcions, lane configuraions, and exising ypical approach secions are shown in Figures 2 5. The confluence of hese roadways a Clarendon Circle resuls in a concenraion of auo, pedesrian, bicycle, and ransi aciviy in one locaion. Addiionally, is proximiy and prominence in he roadway nework indicae ha a relaively high proporion of rips in he region ravel hrough Clarendon Circle. Clarendon Mulimodal Transporaion Sudy Page 6 of 3 Exising Condiions Repor

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11 Exising Transporaion Condiions The following secions describe exising condiions for auomobiles, pedesrians, bicycliss, and ransi, respecively. Auomobiles A raffic operaions analysis was performed using he Synchro raffic sofware analysis ool. Inersecion urning movemen couns were obained from he following sources: Daniel Consulans (March 24, June 29) Qualiy Couns (June 21, Sepember 21) All couns were aken during a ypical weekday (Tuesday Thursday) while school was in session. Based on a review of he coun daa, he weekday morning and evening peak hours were deermined o be 7:3 8:3 AM and 5:3 6:3 PM, respecively. The peak hour inersecion urning movemen couns are shown in Figures 6 and 7 for he weekday AM and PM peak hours, respecively. Noe ha volumes have been alered o accoun for raffic growh and imbalance beween inersecions. The original coun shees are shown in Appendix A. Signal iming daa were obained from Arlingon Couny and used in he Synchro analysis. The Synchro model provided by he Couny was reviewed o ensure i reflecs he phasing, minimum pedesrian crossing imes, green splis, clearance inervals, cycle lenghs, and offses as shown on he iming shees. The following performance measures were repored from Synchro using he Highway Capaciy Manual procedures: volume o capaciy raios, delay and level of service calculaions. I should be noed ha HCM analysis procedures inherenly assume isolaed operaing condiions and hus do no ake ino accoun downsream blockages or upsream sarvaion which can be common in an urban nework. Thus, he resuls are likely o provide a more opimisic resul han experienced in he field. A good example of his is where Clarendon Boulevard and Wilson Boulevard inersec wih Highland Sree (in fron of he Mero enrance); he shor queue sorage space beween hem and he ineracions of urning vehicles beween each inersecion are no capured in he HCM mehodology and require microsimulaion o more accuraely model he effecs. The purpose of he HCM analysis is o idenify criical movemens a each inersecion and provide a baseline ool ha can provide a relaive comparison for fuure build opions a he inersecions adjacen o Clarendon Circle. The Vissim microsimulaion ool will be applied o evaluae design conceps for Clarendon Circle given he complexiy of movemens and roadway approaches. Clarendon Mulimodal Transporaion Sudy Page 11 of 3 Exising Condiions Repor

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14 Legend! = PM LOS H n so ud I Ocober 21 H Clarendon Muli-Modal Transporaion Sudy N 13h S AM LOS S Jackson S o d Rd Kirkwo Figure 8 Auo Level Of Service AM and PM Peak Hour er on nd S B B N 13 h S B B lvd nb do n e ar Cl Fillmore S Iv y! =! =! = A A S Irv g in S Jo hn so ns CC Washingon Blvd r vd on W ils! = so ck Ja B C N 1h S! = B B! = B A Garfield S Ivy S ns 5 d N 1h R Highland S B B 25 Garfield S B B! =! = Hudson S xd irfa Fa! = N 11h S Bl! = B A 1, Fee

15 Table 1 summarizes he resuls of he exising condiions Synchro level of service (LOS) analysis. As shown in Table 1, all inersecions operae a LOS C or beer during boh he AM and PM peak hours, alhough he analysis limiaions from he preceding paragraph should be noed. A figure depicing he level of service for raffic operaions hroughou he nework is shown in Figure 8. Table 1: Inersecion Operaions Inersecion AM PM V/C Delay LOS V/C Delay LOS Clarendon Circle C C Wilson Boulevard / 1h Sree N B C Wilson Boulevard / N Hudson Sree A A Wilson Boulevard / N Highland Sree B.5 9 B N Fairfax Drive / 1h Sree N B B Clarendon Boulevard / N Highland Sree B B Washingon Boulevard / N Kirkwood B B Sree Washingon Boulevard / 13h Sree N.24 7 B A Washingon Boulevard / N Highland B B Sree N Highland Sree / 1h Sree N B A Washingon Boulevard / 1 h Sree N B B In addiion o he Syncrho operaional analysis, a number of sie visis during boh AM and PM peak hours have yielded a horough undersanding of he inersecion and is surrounds ha would no necessarily be capured in a raffic analysis. During boh morning and evening peak hour field visis, saff observed ha Clarendon Circle all approaches were able o clear queues in each cycle. In summary, i was found ha he HCM operaional resuls are represenaive of field operaing condiions for auomobiles. The ineracion beween pedesrians and auomobiles is a complex series of movemens bes evaluaed wih micro simulaion, especially a locaions wih high pedesrian use like Clarendon Circle and he Highland Sree inersecions wih Wilson Boulevard and Clarendon Boulevard. The Vissim model will capure hese ineracions in a manner ha bes emulaes acual condiions and conflics in he field. While mos vehicles passed hrough Clarendon Circle wihou experiencing significan delay, here were a number of issues relaed o he driver s abiliy o navigae he roadway wihin he inersecion. The following movemens were observed o be especially difficul for vehicles as evidenced by hesian and confused driving behavior: Wilson Boulevard: Norhbound hrough movemen, souhbound lef urn, souhbound U urn Washingon Boulevard: Easbound lef urn, wesbound hrough movemen Clarendon Mulimodal Transporaion Sudy Page 15 of 3 Exising Condiions Repor

16 The deficiency for all of hese movemens is largely relaed o he skewed and misaligned approaches leading ino he inersecion. The merge area on Washingon Boulevard, direcly wes of he inersecion is anoher cause of driver confusion. Parking Parking maneuvers are made frequenly wihin he viciniy. There are approximaely 15 on sree spaces on he srees adjacen o Clarendon Circle and 8 parking spaces on Fairfax Drive beween 1 h Sree N and Washingon Boulevard. All public parking in he area is fullime wih mosly wo or four hour resricions. In addiion o he public spaces, here are an addiional 4 surface parking spaces in privae los serving resaurans, workplaces, a church and a axi company. These quaniies are approximae bu provide a magniude of availabiliy in he area; i is shown by locaion in Figure 9. Pedesrians Clarendon is a popular desinaion for many area residens given is numerous shopping, resauran and nighlife venues. Many of hese locaions are oriened o he sree wih pedesrian scale fronage and enrances. The provision of he median park beween Clarendon Circle and Highland Sree is an aracion o many, providing a comforable pedesrian experience in he urban seing. The high level of ransi aciviy (muliple bus roues and he Mero Orange Line) also conribues o high pedesrian usage. Pedesrian aciviy is currenly higher o he eas of Clarendon Circle near he Mero Saion enrance. As a comparison, raffic couns showed a oal crossing of 495 pedesrians in he PM peak hour a Clarendon Circle, and 15 pedesrians a he Highland/Clarendon inersecion, which is only one block eas of he circle bu closer o he Mero Saion enrance. While he curren pedesrian volumes do no draw paricular aenion o Clarendon Circle, as redevelopmen coninues o occur around Clarendon Circle i is expeced ha pedesrian volumes will increase. In paricular, he vacan los and poenial developmen sies are largely locaed on he wes of he Circle, like he Zom developmen which is planned for consrucion. The pedesrian crossing volumes a Clarendon Circle are shown in Figure Key pedesrian issues highlighed during he field observaions are described below. Long Crossing Disances Clarendon Circle requires exremely long crossing disances for pedesrians due o he presence of skewed approaches and he pedesrian plaza beween Wilson and Clarendon Boulevards. The disance o cross Washingon Boulevard is fee on eiher side of he inersecion. The Wilson Clarendon Boulevards crossing requires a muli sage maneuver: 4 fee o cross Wilson Boulevard, 5 fee o cross he pedesrian plaza, and 8 fee o cross Wilson Boulevard (including he righ urn island). Clarendon Mulimodal Transporaion Sudy Page 16 of 3 Exising Condiions Repor

17 The long crossing disances a Clarendon Circle increase pedesrian exposure o vehicular raffic. This adverse condiion is compounded by skewed crossings which orien he pedesrian away from conflicing movemens and hus resul pedesrians do no always have a clear line of sigh o view on coming raffic. Addiionally, he pedesrian island on he wes side does no mee ADA sandards due o lack of curb ramps, insufficien widh, and no being locaed wihin a crosswalk. I is an uncomforable waiing spo for pedesrians who are caugh mid block. While he refuge island on he eas side is more formal, i sill has an unproeced feel and is alongside fas moving raffic lanes. High Speed Righ Turns The norhbound righ urn movemen from Wilson Boulevard o Washingon Boulevard (eas), and he souhwes bound righ urn movemen from Wilson Boulevard o Washingon Boulevard (wes) presen challenges for pedesrians waiing o cross. Because of he shallow angle and large urning radius, vehicles are able o make hese movemens wih high speeds and may no noice pedesrians abou o cross Washingon Boulevard. The same issue comes up for he souhbound lef urn from Wilson Boulevard where vehicles align hemselves in a manner ha allows high speeds exiing he inersecion. The angle creaed by his inersecion also forces pedesrians o urn almos all he way behind hem raher han slighly lef o ensure safe crossing. The high number of approaches may confuse he pedesrian regarding which approach o look a before aemping o cross Washingon Boulevard in eiher direcion. Clarendon Mulimodal Transporaion Sudy Page 17 of 3 Exising Condiions Repor

18 Legend Parking Spaces Available Public/On Sree H " )# n so ud Privae Surface # S! ( Jackson S o d Rd Kirkwo Figure 9 Parking Map I Ocober 21 H Clarendon Muli-Modal Transporaion Sudy N 13h S er on nd 13 h N S g in S 9 " ) 7 " ) 1+ " ) 64 Jo hn so ns 6 " ) Irv Iv y! ( 3 " ) " ) Bl W ils on! ( 12 " ) 3! ( N 1h S so ck Ja 25 Garfield S Ivy S ns d N 1h R Highland S 6 8! ( vd 8 " ) Garfield S 9 " ) 55! ( " )8 Hudson S Fa N 11h S Washingon Blvd 11 r 6 " ) 5! ( xd irfa 4 " ) " )8 " 15 ) Fillmore S S S lvd nb do n e ar Cl 5 1, Fee

19 Legend 11-3 n so ud Pedesrian Crossing Volume Toal Inersecion Pedesrian Volume <1 H # 31-7 S Jackson S o d Rd Kirkwo Figure 1 Pedesrian Couns PM Peak Hour >7 Ocober 21 I 916 H Clarendon Muli-Modal Transporaion Sudy N 13h S er on nd S lvd S 13 h 16 N Iv y Fillmore S nb do n e ar Cl S Irv g in S 6 Jo hn so ns Washingon Blvd Hudson S r N 1h S so ck Ja Garfield S Ivy S ns d N 1h R Highland S W ils on Bl vd xd irfa Fa 496 Garfield S 124 N 11h S , Fee

20 Bicycles Bicycling is popular in Arlingon and especially in he Rosslyn Ballson corridor a hree mile secion conaining diverse residenial, commercial, reail and office uses. Clarendon Circle sis a he cener of he corridor and serves as a similar hub for cycliss as i does for vehicles. The high use is documened in bicycle couns conduced around he inersecion which are shown in Figure 1 These couns are indicaive bu no comprehensive of bicycle use in Clarendon Circle. Field visis show ha cycliss choose o raverse he inersecion in muliple ways: eiher using heir bicycle in he crosswalks, as a vehicle in he ravelway, or conraflow agains on coming vehicular raffic. Bicycliss compliance wih he rules of he road are largely driven by design. A summary of observed condiions idenified from field observaions are discussed here. Lack of Dedicaed Space for Bicycliss Wihin Inersecion While cycliss can choose o use crosswalks or a ravel lane, mos choose o raverse he inersecion as a vehicle when ravelling souhbound on Wilson Boulevard. Field visis revealed Fairfax Drive (which erminaes as a parking lo accessible from Wilson Boulevard on he souhwes side) is a popular bicycle rip generaor because i is used o ravel en roue o desinaions furher wes along he Rossyln Ballson corridor. Because of ha draw, many cycliss use he norhwes side of he inersecion o ravel in boh direcions, causing conraflow bicycle vehicle raffic which poses a risk o pedesrians, drivers and cycliss. Wihou dedicaed space a he Fairfax Connecor for a shared bike lane or even a wide shoulder, cycliss ofen rever o using he sidewalk or aking a full lane. Narrow Sree Cross Secions There are wo locaions where he roadway widh is consrained o lile more han he space required for vehicle ravel lanes: Washingon Boulevard wes of Clarendon Circle and Wilson Boulevard souh of Clarendon Circle. This forces cycliss o eiher ake a lane, use he sidewalk, or ride in a ravel lane very close o he curb. The las scenario is paricularly undesirable because drivers may sense here is sufficien space o pass a cyclis and underesimae he available widh, hus sandwiching bicycliss beween a vehicle and a verical curb. I also pus cycliss a risk for a righ hook acciden where he vehicle eiher doesn noice or ries o go around a bicycle before cuing he bike off while making a righ urn. If he conflic beween cycliss exiing Fairfax Drive o coninue norheas on Clarendon Boulevard, his deficiency will be less criical as mos cycliss choose Fairfax as heir primary roue. Clarendon Mulimodal Transporaion Sudy Page 2 of 3 Exising Condiions Repor

21 Legend <25 Bicycle Approach Volume H 25-5 n so ud # Toal Inersecion Bicycle Volume >5 S Jackson S o d Rd Kirkwo Figure 11 Bicycle Couns PM Peak Hour I Ocober 21 H Clarendon Muli-Modal Transporaion Sudy N 13h S er on nd S lvd S 13 h N Fillmore S 33 nb do n e ar Cl Iv y S Irv g in S 9 Joh ns on S Washingon Blvd Hudson S 15 r Garfield S Ivy S ns 5 17 N 1h S so ck Ja 25 d N 1h R Highland S W ils on Bl vd 51 N 11h S Garfield S 24 xd irfa Fa 7 1, Fee

22 Transi Clarendon is well served by boh surface ransi and Mero. There are hree Arlingon Transi (ART) bus roues, a MeroBus roue and he Mero Orange Line ha direcly serve Clarendon. These services convey passengers from all over he Disric and poins wes. The bus sops for boh ART and MeroBus service are locaed on he wes side of Highland Sree on Wilson and Clarendon Boulevards. Anoher sop in boh direcions is locaed on Wilson Boulevard jus norh of 1 h Sree. The Mero is accessible hrough he escalaors facing Highland Sree beween Clarendon and Wilson Boulevards, or he elevaor which is locaed 2 fee wes along he median park. A map of hese sops and he saion access can be found in Figure 12. The ART roues generally provide service from 6:3 AM o 11: PM. The MeroBus line provides expanded service from 5:15 AM o 2: AM, albei wih half hour headways for lae nigh rips. The peak hour service frequency is shown in he able below. While some sops serve differen lines, he wo highes aciviy sops a Highland Sree on Clarendon and Wilson Boulevards (which serve 41, 42, 38B) have a combined bus frequency of abou 11 buses per peak hour. Table 2: Scheduled Buses per Hour AM Peak PM Peak ART ART ART MeroBus 38B The exising sops serve he curren developmen. In he even ha more developmen occurs souh and wes of Clarendon Circle, an addiional sop on Wilson Boulevard jus wes of he main inersecion may be jusified. The bus sops adjacen o he Mero saion are complee wih a number of ameniies including benches, shelers, schedule informaion, sree furniure and NexBus devices. These faciliies conribue o he enhanced qualiy of ransi service. Two sops are locaed on Wilson Boulevard jus norh of 1 h Sree Norh wih only a bus sop sign. WMATA does no provide he scheduled imeables for peak hour MeroRail service bu local esimaes are 8 12 rains/hour per direcion. In he off peak hours, MeroRail service is reduced o hree rains per hour. Clarendon Mulimodal Transporaion Sudy Page 22 of 3 Exising Condiions Repor

23 Legend Bus Sop Call-ou Deail Bus Roues BUS OPERATOR (bus/hr) 38B H Bus Roue Bus Roue n so ud # # ART Toal # bus/hr 77 S Jackson S o d Rd Kirkwo Figure 12 Transi Service PM Peak Hour I METROBUS Ocober 21 38B W 4.5 approx. 13 H Clarendon Muli-Modal Transporaion Sudy N 13h S (bus/hr) er on nd S W S N 13 h W Fillmore S M ¾ lvd nb do n e ar Cl W Iv y S ART Irv g in W METROBUS S Jo hn so ns (bus/hr) 38B 4.5 approx. h S 11 N 11 Washingon Blvd W W vd Bl on W ils ART WW (bus/hr) approx. 6 Garfield S Ivy S ns 25 W W N 1h S so ck Ja d N 1h R Highland S approx. 6 W Garfield S r (bus/hr) ART Hudson S xd irfa Fa 5 1, Fee

24 Mulimodal Level of Service Mulimodal Level of Service (MMLOS) analysis is an emerging mehodology ha provides a concurren evaluaion of auo, ransi, bicycle and pedesrian levels of service which can hen be used in he evaluaion of alernaives. I is well suied for sandard inersecion geomeries ha have unique characerisics relaed o lane configuraion and widh, sidewalk and buffer size, vehicle, pedesrian and bicycle volumes. The MMLOS mehodology, which is documened in NCHRP Repor 37, was applied o he Clarendon Circle inersecion and is signalized approaches. The exising condiions MMLOS resuls for he weekday PM peak hour are shown in Table 3. Table 3: Exising Condiions Mulimodal Level of Service Resuls Weekday PM Peak Hour Auo* Transi** Pedesrian Bicycle Approach Inersecion Segmen Segmen Inersecion Segmen Inersecion Washingon Boulevard E D C A C E C Wilson Boulevard SW A C C C E E Washingon Boulevard W B C C D E E Wilson Boulevard NE B C A B B F E Clarendon Boulevard NE B C A A D D A *HCM Mehodology calculaed using Synchro ** Transi LOS only repored on legs wih bus sops. As shown in Table 3, he ransi and auo modes achieve he highes levels of service, which is expeced. The Synchro analysis revealed minimal delay o vehicles. Transi riders will experience a comforable waiing environmen for a relaively shor period of ime based on bus frequency. Pedesrians experience less opimal condiions, due in large par o he conflicing vehicular movemens (righ urns and permied lef urns) and long crossing disances. Bicycliss are reporedly he wors performing mode which is confirmed by he safey and comfor deficiencies discussed earlier. The low levels of service for bicycles are driven largely by he adjacen vehicle raffic and lack of bike lanes on mos legs of he inersecion. While he MMLOS provides a reasonable high level assessmen of level of service for each of he four modes, i does no capure he effecs of all design and operaional facors. Table 4 presens a lis of facors ha are considered o influence he performance of he hree nonauo modes. The MMLOS resuls above do no ake hese ino accoun and are presened here wih a posiive (+), neural ( ) or negaive ( ) score for Clarendon Circle. Clarendon Mulimodal Transporaion Sudy Page 24 of 3 Exising Condiions Repor

25 Table 4: Influenial Facors no refleced in MMLOS Analysis General Inersecion Qualiy Pedesrian Level of Service Qualiy of Building Fronage + Qualiy of Sreescape + Provision of Pedesrian Plazas + ADA Accessible +/ Crossing Maneuvers Bicycle Level of Service Sharrows/wide curb lanes. Provision of bicycle racks + Nearby rail access Transi Level of Service Proximiy of sops o pedesrian generaors + Advanced Traveler Informaion Sysems + Non surface Transporaion (Mero) + Clarendon Mulimodal Transporaion Sudy Page 25 of 3 Exising Condiions Repor

26 Crash Hisory Safey for all users is an imporan prioriy for his projec. The firs sep in assessing safey improvemens is o deermine he exising levels of safey in he region, par of which is informed by crash hisory repors. I is imporan o noe, however, ha crash hisory alone does no reflec all safey deficiencies. Crash daa may be incomplee, inaccurae, and in some cases unrepored. Noneheless, hey provide a useful ool in diagnosing inersecion safey. Crash daa were obained from Arlingon Couny for he period beween 24 and 28. The daa are summarized by ype in Table 5 and by severiy in Table 6. During he five year period here were 34 repored crashes in he direc viciniy of Clarendon Circle. This equaes o an average of less han 7 crashes per year and a crash rae of.57 1 per million enering vehicles. The vas majoriy, 85 percen, resuled in eiher non visible or non injury incidens. There have been no deahs repored, alhough in 25 here was a serious injury involving a bicycle. Table 5: Acciden by Type (24 28) Type Quaniy Percen Lef Turn/Angle 11 32% Rear end 8 24% Fixed Objec 6 18% Side swipe 4 12% Bicycle 4 12% Pedesrian 1 3% Table 6: Acciden by Severiy (24 28) Severiy Quaniy Percen Deah % Severe Visible Injury 2 6% Minor Visible Injury 3 9% No Visible Injury, Complain of Pain 7 21% Propery Damage Only 22 65% 1 Assumes 3,254 enering vehicles in he PM peak hour, K facor =.1 and exended over a 5 year period. Clarendon Mulimodal Transporaion Sudy Page 26 of 3 Exising Condiions Repor

27 Summary of Key Findings Clarendon Circle is a vibran muli modal hub of aciviy. Because of his and he anicipaion of fuure developmen around he Circle, his small area ransporaion sudy has been underaken o develop a funcional concep ransporaion plan for Clarendon Circle. This repor summarizes exising condiions and deficiencies wihin he sudy area. Based on he faciliies and operaions discussed in his repor, a number of issues have been idenified ha should be addressed as par of he concep design phase of his sudy. Resuls from he exising raffic operaions analysis show ha all inersecions wihin he sudy area operae a LOS C or beer during he weekday AM and PM peak hours. Resuls from a Mulimodal Level of Service indicae ha auos and ransi vehicles experience he bes levels of service, followed by pedesrians and hen cycliss. An analysis of crash daa show here were 34 repored crashes in he direc viciniy of Clarendon Circle during he five year period from This equaes o an average of less han 7 crashes per year and a crash rae of.57 per million enering vehicles. The vas majoriy, 85 percen, resuled in eiher non visible or non injury incidens. A series of sie visis were performed o observe and undersand he unique operaing characerisics of Clarendon Circle. The following liss summarize he primary issues idenified from he sie visis. These issues are displayed in Figure 13: Inersecion Skew he skew of he inersecion causes wide radius urning movemens which encourage greaer speeds for vehicles crossing crosswalks. Alignmen Along Wilson Clarendon Boulevard Couple as Wilson Boulevard splis ino a couple on he norh side of Clarendon Circle o accommodae he pedesrian plaza, norhbound vehicles are required o make an S urn maneuver wihou sriped channelizaion and few visual cues. Pavemen Area Because of he large amoun of pavemen and lack of channelizaion or guidance sriping, vehicles have difficuly navigaing he inersecion, especially when queuing for lef urns. Long Pedesrian Crossing Disances and Muliple Maneuvers Pedesrians crossing Washingon Boulevard on eiher side of he inersecion are presened wih crossing disances over 12 fee wih inadequae pedesrian refuge islands and fas moving raffic. Narrow Srees for Bicycliss While he Wilson Clarendon Boulevard couple provides bicycle lanes, cycliss are a risk furher souh on Wilson Boulevard or wes on Washingon Boulevard where neiher bike lanes nor wide shoulders are available; cycliss mus ake a lane o safely ravel, a maneuver no all cycliss are comforable wih. Fairfax Drive Bicycle Egress (norhbound) Cycliss ofen use Fairfax Drive as he primary hrough roue when wes of Clarendon Circle. When raveling easbound, Clarendon Mulimodal Transporaion Sudy Page 27 of 3 Exising Condiions Repor

28 bicycliss find i difficul o ener he raffic sream and mus make inconvenien and someimes unsafe maneuvers. Merge Area on Washingon Boulevard he merge area jus wes of Clarendon Circle on Washingon Boulevard is a locaion where many vehicles were observed making sudden merge movemens, even during he PM peak hour when wo lanes are available. This has a high poenial for side swipe accidens. Sidewalks on Washingon Boulevard he sidewalk is deficien on he souh side of Washingon Boulevard wes of Clarendon Circle, adjacen o he church parking lo. Clarendon Mulimodal Transporaion Sudy Page 28 of 3 Exising Condiions Repor

29 Legend Offse Through Movemen Fas Turn Through Crosswalk Long/Skewed Crossing Disances Lack of Channelizaion/ Guidance Sriping Merge/Reversible Lane Conflic Area Narrow Sree for Bicycle Use Sidewalk Deficiencies Non-ADA Complian Refuge Islands

30 Appendix A: Turning Movemen Coun Daa

31 DANIEL CONSULTANTS, INC. ARLINGTON COUNTY, VIRGINIA TRAFFIC COUNTS Field Informaion Shee Locaion: Washingon Blvd., Wilson Blvd. & Irving S. Type of Coun: Manual Turning Movemen Capured Even: Weekday Coun Duraion: 8 Hours (6:3 AM- 9:AM; 11: AM- 1: PM 4: PM- 7:3 PM) Dae/Day of Week: /Thursday Couners: AM/SK Signalized: Yes Weaher: Clear Commens: None N N. Irving S. One Way Wilson Blvd. Washingon Blvd One Way

32 Sar Time Facor 6:3 AM 6:45 AM IRVING ST. From Norh Pe ds App. To al Ha rd Le f WILSON BLVD. From Norheas Th ru Be ar Ri gh Ha rd Ri gh Pe ds App. To al Le f Daniel Consulans, Inc 895 Roue 18 Eas, Suie 229 Columbia, Maryland 2145 (41) WASHIGTON BLVD. From Eas Th ru Ri gh Ha rd Ri gh Groups Prined- Unshifed Pe ds App. To al Th ru IRVING ST. From Souh Be ar Ri gh Ri gh Pe ds App. To al Be ar Le f WILSON BLVD. From Souhwes Th ru Be ar Ri gh Pe ds File Name : WAC92B~1 Sie Code : Sar Dae : 6/16/29 Page No : 1 App. To al Be ar Le f WASHIGTON BLVD. From Wes Toal Th ru 13 9 Ha rd Ri gh Pe ds App. To al In. To al : AM :15 AM :3 AM :45 AM Toal : AM :15 AM :3 AM :45 AM Toal **BREAK** 11: AM :15 AM :3 AM :45 AM Toal

33 Sar Time IRVING ST. From Norh Pe ds App. To al Ha rd Le f WILSON BLVD. From Norheas Th ru Be ar Ri gh Ha rd Ri gh Pe ds App. To al Le f Daniel Consulans, Inc 895 Roue 18 Eas, Suie 229 Columbia, Maryland 2145 (41) WASHIGTON BLVD. From Eas Th ru Ri gh Ha rd Ri gh Groups Prined- Unshifed Pe ds App. To al Th ru IRVING ST. From Souh Be ar Ri gh Ri gh Pe ds App. To al Be ar Le f WILSON BLVD. From Souhwes Th ru Be ar Ri gh Pe ds File Name : WAC92B~1 Sie Code : Sar Dae : 6/16/29 Page No : 2 App. To al Be ar Le f WASHIGTON BLVD. From Wes Facor 12: PM :15 PM :3 PM :45 PM Toal : PM **BREAK** Toal **BREAK** Th ru Ha rd Ri gh Pe ds App. To al In. To al 4: PM :15 PM :3 PM :45 PM Toal : PM :15 PM :3 PM :45 PM Toal

34 Sar Time IRVING ST. From Norh Pe ds App. To al Ha rd Le f WILSON BLVD. From Norheas Th ru Be ar Ri gh Ha rd Ri gh Pe ds App. To al Le f Facor 6: PM :15 PM :3 PM :45 PM Toal Daniel Consulans, Inc 895 Roue 18 Eas, Suie 229 Columbia, Maryland 2145 (41) WASHIGTON BLVD. From Eas Th ru Ri gh Ha rd Ri gh Groups Prined- Unshifed Pe ds App. To al Th ru IRVING ST. From Souh Be ar Ri gh Ri gh Pe ds App. To al Be ar Le f WILSON BLVD. From Souhwes Th ru Be ar Ri gh Pe ds File Name : WAC92B~1 Sie Code : Sar Dae : 6/16/29 Page No : 3 App. To al Be ar Le f WASHIGTON BLVD. From Wes Th ru Ha rd Ri gh Pe ds App. To al In. To al : PM :15 PM Grand Toal Apprch % 3.3 Toal %

35 Sar Time Facor IRVING ST. (BIKE ONLY) From Norh Pe ds App. To al Ha rd Le f WILSON BLVD. (BIKE ONLY) From Norheas Th ru Be ar Ri gh Ha rd Ri gh Pe ds App. To al Daniel Consulans, Inc 895 Roue 18 Eas, Suie 229 Columbia, Maryland 2145 (41) WASHIGTON BLVD. (BIKE ONLY) From Eas Le f Th ru Ri gh Ha rd Ri gh Groups Prined- Unshifed Pe ds App. To al Th ru IRVING ST. (BIKE ONLY) From Souh Be ar Ri gh Ri gh Pe ds App. To al WILSON BLVD. (BIKE ONLY) From Souhwes Be ar Le f Th ru Be ar Ri gh Pe ds File Name : bike Sie Code : Sar Dae : 6/16/29 Page No : 1 App. To al Be ar Le f WASHIGTON BLVD. (BIKE ONLY) From Wes 6:3 AM :45 AM Toal : AM :15 AM :3 AM :45 AM Toal : AM :15 AM :3 AM :45 AM Toal **BREAK** 11: AM :15 AM :3 AM :45 AM Toal Th ru Ha rd Ri gh Pe ds App. To al In. To al

36 Sar Time Facor IRVING ST. (BIKE ONLY) From Norh Pe ds App. To al Ha rd Le f WILSON BLVD. (BIKE ONLY) From Norheas Th ru Be ar Ri gh Ha rd Ri gh Pe ds App. To al Daniel Consulans, Inc 895 Roue 18 Eas, Suie 229 Columbia, Maryland 2145 (41) WASHIGTON BLVD. (BIKE ONLY) From Eas Le f Th ru Ri gh Ha rd Ri gh Groups Prined- Unshifed Pe ds App. To al Th ru IRVING ST. (BIKE ONLY) From Souh Be ar Ri gh Ri gh Pe ds App. To al WILSON BLVD. (BIKE ONLY) From Souhwes Be ar Le f Th ru Be ar Ri gh Pe ds File Name : bike Sie Code : Sar Dae : 6/16/29 Page No : 2 App. To al Be ar Le f WASHIGTON BLVD. (BIKE ONLY) From Wes 12: PM :15 PM :3 PM **BREAK** Toal **BREAK** 1:3 PM **BREAK** Toal : PM :15 PM :3 PM :45 PM Toal **BREAK** 3:15 PM :3 PM :45 PM Toal : PM :15 PM :3 PM :45 PM Toal Th ru Ha rd Ri gh Pe ds App. To al In. To al

37 Sar Time Facor IRVING ST. (BIKE ONLY) From Norh Pe ds App. To al Ha rd Le f WILSON BLVD. (BIKE ONLY) From Norheas Th ru Be ar Ri gh Ha rd Ri gh Pe ds App. To al Daniel Consulans, Inc 895 Roue 18 Eas, Suie 229 Columbia, Maryland 2145 (41) WASHIGTON BLVD. (BIKE ONLY) From Eas Le f Th ru Ri gh Ha rd Ri gh Groups Prined- Unshifed Pe ds App. To al Th ru IRVING ST. (BIKE ONLY) From Souh Be ar Ri gh Ri gh Pe ds App. To al WILSON BLVD. (BIKE ONLY) From Souhwes Be ar Le f Th ru Be ar Ri gh Pe ds File Name : bike Sie Code : Sar Dae : 6/16/29 Page No : 3 App. To al Be ar Le f WASHIGTON BLVD. (BIKE ONLY) From Wes 5: PM :15 PM :3 PM :45 PM Toal : PM :15 PM :3 PM :45 PM Toal : PM 7:15 PM Grand Toal Apprch % Toal % Th ru Ha rd Ri gh Pe ds App. To al 3 6 In. To al

38 DANIEL CONSULTANTS, INC. ARLINGTON COUNTY, VIRGINIA TRAFFIC COUNTS Field Informaion Shee Locaion: Wilson Blvd. & 1 h S. Type of Coun: Manual Turning Movemen Capured Even: Weekday Coun Duraion: 8 Hours (6:3 AM- 9:AM; 11: AM- 1: PM 4: PM- 7:3 PM) Dae/Day of Week: 6-1-9/Wednesday Couners: AM/DB Signalized: Yes Weaher: Clear Commens: None N 1 h S Wilson Blvd..

39 1TH ST. From Norh Righ Ped Sar Time Lef Thru Daniel Consulans, Inc 895 Roue 18 Eas, Suie 229 Columbia, Maryland 2145 (41) WILSON BLVD. From Eas Righ Ped Thru Groups Prined- Unshifed 1TH ST. From Souh Righ Ped Thru File Name : WILSON~2 Sie Code : Sar Dae : 6/1/29 Page No : 1 WILSON BLVD. From Wes Righ Ped Thru App. App. App. App. In. Lef Lef Lef s Toal s Toal s Toal s Toal Toal Facor 6:3 AM :45 AM Toal : AM :15 AM :3 AM :45 AM Toal : AM :15 AM :3 AM :45 AM Toal **BREAK** 11: AM :15 AM :3 AM :45 AM Toal : PM :15 PM :3 PM :45 PM Toal **BREAK** 4: PM :15 PM :3 PM :45 PM Toal : PM :15 PM :3 PM :45 PM Toal : PM :15 PM :3 PM :45 PM Toal : PM :15 PM Grand Toal Apprch % Toal %

40 Daniel Consulans, Inc 895 Roue 18 Eas, Suie 229 Columbia, Maryland 2145 (41) File Name : WILSON~1 Sie Code : Sar Dae : 6/1/29 Page No : 1 Groups Prined- Unshifed 1TH ST. (BIKE ONLY) From Norh WILSON BLVD. (BIKE ONLY) From Eas 1TH ST. ( BIKE ONLY) From Souh WILSON BLVD. (BIKE ONLY) From Wes Sar Time Lef Thru Righ Ped App. Righ Ped App. Righ Ped App. Righ Ped App. In. Lef Thru Lef Thru Lef Thru s Toal s Toal s Toal s Toal Toal Facor 6:3 AM :45 AM Toal : AM :15 AM :3 AM :45 AM Toal : AM :15 AM :3 AM :45 AM Toal **BREAK** 11: AM :15 AM :3 AM :45 AM Toal : PM :15 PM :3 PM :45 PM Toal **BREAK** 4: PM :15 PM :3 PM :45 PM Toal : PM :15 PM :3 PM :45 PM Toal : PM :15 PM :3 PM :45 PM Toal : PM :15 PM Grand Toal Apprch % Toal %

41 Type of peak hour being repored: Inersecion Peak Mehod for deermining peak hour: Toal Enering Volume LOCATION: N Highland S -- Wilson Blvd QC JOB #: CITY/STATE: Clarendon, VA DATE: 6/16/ Peak-Hour: 8: AM -- 9: AM Peak 15-Min: 8: AM -- 8:15 AM Min Coun N Highland S N Highland S Wilson Blvd Wilson Blvd Period (Norhbound) (Souhbound) (Easbound) (Wesbound) Hourly Beginning A Toal Lef Thru Righ U Lef Thru Righ U Lef Thru Righ U Lef Thru Righ U Toals 6: AM :15 AM :3 AM :45 AM : AM :15 AM :3 AM :45 AM : AM :15 AM :3 AM :45 AM Peak 15-Min Norhbound Souhbound Easbound Wesbound Flowraes Lef Thru Righ U Lef Thru Righ U Lef Thru Righ U Lef Thru Righ U Toal All Vehicles Heavy Trucks Pedesrians Bicycles Railroad Sopped Buses Commens: Repor generaed on 6/25/21 9:22 AM SOURCE: Qualiy Couns, LLC (hp://

42 Type of peak hour being repored: Inersecion Peak Mehod for deermining peak hour: Toal Enering Volume LOCATION: N Highland S -- Wilson Blvd QC JOB #: CITY/STATE: Clarendon, VA DATE: 6/16/ Peak-Hour: 5:3 PM -- 6:3 PM Peak 15-Min: 5:45 PM -- 6: PM Min Coun N Highland S N Highland S Wilson Blvd Wilson Blvd Period (Norhbound) (Souhbound) (Easbound) (Wesbound) Hourly Beginning A Toal Lef Thru Righ U Lef Thru Righ U Lef Thru Righ U Lef Thru Righ U Toals 4:3 PM :45 PM : PM :15 PM :3 PM :45 PM : PM :15 PM :3 PM :45 PM : PM :15 PM Peak 15-Min Norhbound Souhbound Easbound Wesbound Flowraes Lef Thru Righ U Lef Thru Righ U Lef Thru Righ U Lef Thru Righ U Toal All Vehicles Heavy Trucks Pedesrians Bicycles Railroad Sopped Buses Commens: Repor generaed on 6/25/21 9:22 AM SOURCE: Qualiy Couns, LLC (hp://

43 DANIEL CONSULTANTS, INC. ARLINGTON COUNTY, VIRGINIA TRAFFIC COUNTS Field Informaion Shee Locaion: Fairfax Dr. Connecor Type of Coun: Manual Turning Movemen Capured Even: Weekday Coun Duraion: 8 Hours (6:3 AM- 9:AM; 11: AM- 1: PM 4: PM- 7:3 PM) Dae/Day of Week: /Thursday Couners: Dawi/Alganesh Signalized: No Weaher: Clear Commens: None N Wilson Blvd. Fairfax Dr. Connecor. One Way Driveway. One Way

44 FAIRFAX DRIVE CONNECTOR From Norh Righ Ped App. Sar Time Lef Thru Daniel Consulans, Inc 895 Roue 18 Eas, Suie 229 Columbia, Maryland 2145 (41) WILSN BLVD. From Eas Righ Ped Thru Groups Prined- Unshifed DRIVE WAY From Souh Righ Ped Thru File Name : FAITFA~2 Sie Code : Sar Dae : 6/11/29 Page No : 1 WILSN BLVD. From Wes Righ Ped Thru App. App. App. In. Lef Lef Lef s Toal s Toal s Toal s Toal Toal Facor 6:3 AM :45 AM Toal : AM :15 AM :3 AM :45 AM Toal : AM :15 AM :3 AM :45 AM Toal **BREAK** 11: AM :15 AM :3 AM :45 AM Toal : PM :15 PM :3 PM :45 PM Toal **BREAK** 4: PM :15 PM :3 PM :45 PM Toal : PM :15 PM :3 PM :45 PM Toal : PM :15 PM :3 PM :45 PM Toal : PM :15 PM Grand Toal Apprch %

45 Toal %

46 FAIRFAX DRIVE. CONNECTOR (BIKE ONLY) From Norh Righ Ped App. Sar Time Lef Thru Daniel Consulans, Inc 895 Roue 18 Eas, Suie 229 Columbia, Maryland 2145 (41) WILSN BLVD. (BIKE ONLY) From Eas Groups Prined- Unshifed DRIVE WAY (BIKE ONLY) From Souh File Name : FAITFA~1 Sie Code : Sar Dae : 6/11/29 Page No : 1 WILSN BLVD. (BIKE ONLY) From Wes Righ Ped App. Righ Ped App. Righ Ped App. In. Lef Thru Lef Thru Lef Thru s Toal s Toal s Toal s Toal Toal Facor 6:3 AM :45 AM Toal : AM :15 AM :3 AM :45 AM Toal : AM :15 AM :3 AM :45 AM Toal **BREAK** 11: AM :15 AM :3 AM :45 AM Toal : PM :15 PM :3 PM **BREAK** Toal **BREAK** 4: PM :15 PM :3 PM :45 PM Toal : PM :15 PM :3 PM :45 PM Toal : PM :15 PM :3 PM :45 PM Toal

47 FAIRFAX DRIVE. CONNECTOR (BIKE ONLY) From Norh Righ Ped App. Sar Time Lef Thru Daniel Consulans, Inc 895 Roue 18 Eas, Suie 229 Columbia, Maryland 2145 (41) WILSN BLVD. (BIKE ONLY) From Eas Groups Prined- Unshifed DRIVE WAY (BIKE ONLY) From Souh File Name : FAITFA~1 Sie Code : Sar Dae : 6/11/29 Page No : 2 WILSN BLVD. (BIKE ONLY) From Wes Righ Ped App. Righ Ped App. Righ Ped App. In. Lef Thru Lef Thru Lef Thru s Toal s Toal s Toal s Toal Toal Facor 7: PM :15 PM Grand Toal Apprch % Toal %

48 Type of peak hour being repored: Inersecion Peak Mehod for deermining peak hour: Toal Enering Volume LOCATION: N Kirkwood Rd -- Washingon Blvd QC JOB #: CITY/STATE: Clarendon, VA DATE: 6/16/ Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 8:3 AM -- 8:45 AM Min Coun N Kirkwood Rd N Kirkwood Rd Washingon Blvd Washingon Blvd Period (Norhbound) (Souhbound) (Easbound) (Wesbound) Hourly Beginning A Toal Lef Thru Righ U Lef Thru Righ U Lef Thru Righ U Lef Thru Righ U Toals 6: AM :15 AM :3 AM :45 AM : AM :15 AM :3 AM :45 AM : AM :15 AM :3 AM :45 AM Peak 15-Min Norhbound Souhbound Easbound Wesbound Flowraes Lef Thru Righ U Lef Thru Righ U Lef Thru Righ U Lef Thru Righ U Toal All Vehicles Heavy Trucks Pedesrians Bicycles Railroad Sopped Buses Commens: Repor generaed on 6/25/21 9:22 AM SOURCE: Qualiy Couns, LLC (hp://

49 Type of peak hour being repored: Inersecion Peak Mehod for deermining peak hour: Toal Enering Volume LOCATION: N Kirkwood Rd -- Washingon Blvd QC JOB #: CITY/STATE: Clarendon, VA DATE: 6/16/ Peak-Hour: 5:3 PM -- 6:3 PM Peak 15-Min: 5:45 PM -- 6: PM Min Coun N Kirkwood Rd N Kirkwood Rd Washingon Blvd Washingon Blvd Period (Norhbound) (Souhbound) (Easbound) (Wesbound) Hourly Beginning A Toal Lef Thru Righ U Lef Thru Righ U Lef Thru Righ U Lef Thru Righ U Toals 4:3 PM :45 PM : PM :15 PM :3 PM :45 PM : PM :15 PM :3 PM :45 PM : PM :15 PM Peak 15-Min Norhbound Souhbound Easbound Wesbound Flowraes Lef Thru Righ U Lef Thru Righ U Lef Thru Righ U Lef Thru Righ U Toal All Vehicles Heavy Trucks Pedesrians Bicycles Railroad Sopped Buses Commens: Repor generaed on 6/25/21 9:22 AM SOURCE: Qualiy Couns, LLC (hp://

50 DANIEL CONSULTANTS, INC. ARLINGTON COUNTY, VIRGINIA TRAFFIC COUNTS Field Informaion Shee Locaion: 13 h S. & Washingon Blvd. Type of Coun: Manual Turning Movemen Capured Even: Weekday Coun Duraion: 8 Hours (6:3 AM- 9:AM; 11: AM- 1: PM 4: PM- 7:3 PM) Dae/Day of Week: /Thursday Couners: AM/SK Signalized: No Weaher: Clear Commens: None N 13 h S One Way Washingon Blvd.

51 13TH ST. From Norh Righ Ped Sar Time Lef Thru Daniel Consulans, Inc 895 Roue 18 Eas, Suie 229 Columbia, Maryland 2145 (41) WASHINGTON BLVD. From Eas Righ Ped Thru Groups Prined- Unshifed 13TH ST. From Souh Righ Ped Thru File Name : Wash-13 Sie Code : Sar Dae : 6/11/29 Page No : 1 WASHINGTON BLVD. From Wes Righ Ped App. App. App. App. In. Lef Lef Lef Thru s Toal s Toal s Toal s Toal Toal Facor 6:3 AM :45 AM Toal : AM :15 AM :3 AM :45 AM Toal : AM :15 AM :3 AM :45 AM Toal **BREAK** 11: AM :15 AM :3 AM :45 AM Toal : PM :15 PM :3 PM :45 PM Toal **BREAK** 4: PM :15 PM :3 PM :45 PM Toal : PM :15 PM :3 PM :45 PM Toal : PM :15 PM :3 PM :45 PM Toal : PM :15 PM Grand Toal Apprch %

52 Toal %

53 13TH ST. (BIKE ONLY) From Norh Daniel Consulans, Inc 895 Roue 18 Eas, Suie 229 Columbia, Maryland 2145 (41) Groups Prined- Unshifed WASHINGTON BLVD. (BIKE ONLY) From Eas Righ Ped App. Lef Thru 13TH ST. (BIKE ONLY) From Souh File Name : WASH-1~1 Sie Code : Sar Dae : 6/11/29 Page No : 1 WASHINGTON BLVD. (BIKE ONLY) From Wes Sar Time Lef Thru Righ Ped App. Righ Ped App. Righ Ped App. In. Lef Thru Lef Thru s Toal s Toal s Toal s Toal Toal Facor 6:3 AM **BREAK** Toal **BREAK** 7:15 AM **BREAK** 7:45 AM Toal **BREAK** 8:3 AM **BREAK** Toal **BREAK** 11: AM **BREAK** 11:45 AM Toal **BREAK** 12:3 PM **BREAK** Toal **BREAK** 4: PM :15 PM :3 PM :45 PM Toal : PM :15 PM :3 PM :45 PM Toal : PM :15 PM **BREAK** 6:45 PM Toal : PM :15 PM Grand Toal Apprch % Toal %

54 Daniel Consulans, Inc 895 Roue 18 Eas, Suie 229 Columbia, Maryland 2145 (41) TH ST. (BIKE ONLY) Ou In Toal File Name : WASH-1~1 Sie Code : Sar Dae : 6/11/29 Page No : 2 Righ Thru Lef 1 Peds WASHINGTON BLVD. (BIKE ONLY) Ou In Toal Lef 18 Thru 1 Righ Peds 6/11/29 6:3: AM 6/11/29 7:15: PM Unshifed Norh 13 Righ Thru Lef Peds Ou In Toal WASHINGTON BLVD. (BIKE ONLY) Lef Thru 1 Righ Peds 1 1 Ou In Toal 13TH ST. (BIKE ONLY)

55 Type of peak hour being repored: Inersecion Peak Mehod for deermining peak hour: Toal Enering Volume LOCATION: N Highland S -- Washingon Blvd QC JOB #: CITY/STATE: Clarendon, VA DATE: 6/16/ Peak-Hour: 7:45 AM -- 8:45 AM Peak 15-Min: 8:3 AM -- 8:45 AM Min Coun N Highland S N Highland S Washingon Blvd Washingon Blvd Period (Norhbound) (Souhbound) (Easbound) (Wesbound) Hourly Beginning A Toal Lef Thru Righ U Lef Thru Righ U Lef Thru Righ U Lef Thru Righ U Toals 6: AM :15 AM :3 AM :45 AM : AM :15 AM :3 AM :45 AM : AM :15 AM :3 AM :45 AM Peak 15-Min Norhbound Souhbound Easbound Wesbound Flowraes Lef Thru Righ U Lef Thru Righ U Lef Thru Righ U Lef Thru Righ U Toal All Vehicles Heavy Trucks Pedesrians Bicycles Railroad Sopped Buses Commens: Repor generaed on 6/25/21 9:22 AM SOURCE: Qualiy Couns, LLC (hp://

56 Type of peak hour being repored: Inersecion Peak Mehod for deermining peak hour: Toal Enering Volume LOCATION: N Highland S -- Washingon Blvd QC JOB #: CITY/STATE: Clarendon, VA DATE: 6/16/ Peak-Hour: 5:3 PM -- 6:3 PM Peak 15-Min: 5:45 PM -- 6: PM Min Coun N Highland S N Highland S Washingon Blvd Washingon Blvd Period (Norhbound) (Souhbound) (Easbound) (Wesbound) Hourly Beginning A Toal Lef Thru Righ U Lef Thru Righ U Lef Thru Righ U Lef Thru Righ U Toals 4:3 PM :45 PM : PM :15 PM :3 PM :45 PM : PM :15 PM :3 PM :45 PM : PM :15 PM Peak 15-Min Norhbound Souhbound Easbound Wesbound Flowraes Lef Thru Righ U Lef Thru Righ U Lef Thru Righ U Lef Thru Righ U Toal All Vehicles Heavy Trucks Pedesrians Bicycles Railroad Sopped Buses Commens: Repor generaed on 6/25/21 9:22 AM SOURCE: Qualiy Couns, LLC (hp://

57 DANIEL CONSULTANTS, INC. ARLINGTON COUNTY, VIRGINIA TRAFFIC COUNTS Field Informaion Shee Locaion: 1 h S. & Washingon Blvd. Type of Coun: Manual Turning Movemen Capured Even: Weekday Coun Duraion: 8 Hours (6:3 AM- 9:AM; 11: AM- 1: PM 4: PM- 7:3 PM) Dae/Day of Week: /Wenesday Couners: AM/BH Signalized: Yes Weaher: Clear Commens: None