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HomeMy WebLinkAboutGeneral Plan Amendment GPA1986002 - Meadowlark Airport Site Traffic Impact Study March 1987C,sj t4 ,/ aoeowy 4Afej,4y MEADOWLARK AIRPORT SITE TRA FF1 C IMPA C T S TUD Y FINA L REPOR T Prepared Parsons - i t Doug las , Inc ATTACHMENT 8 ORIGINAL TRAFFIC STUDY AND REVISIONS A revised traffic study. The results of the revised analysis indicated that in the neat her assuming the completion of the commercial center, the three alternatives (similar to the site concepts in this report) would have similar impacts on adjacent intersections. If 3.A draft Meadowlark Specific Plan which included three optionst a.Applicant's proposal - 15 acres of commercial 750 dwelling units. b.15 acres of commercia l_, 600 dwelling units (staff recommendation) c.15 acres of comrtmercial, 400 dwelling uni": 4. A table highlighting alternative Specific Plan ronccpts (see Figure 1) in the September 2-),,1987 s'4:aff report (Attachment 4) 5. An additional alternative planning concept of "Qualified" zoning restrictions, This was suigested as an alternative to a Specific Plan. In response to items 2 through 5, and the over 40 public testimonies, the Commission passed the following notions: To recommend certification of Environmental Impact Report No. 87-2. Direct staff to diagram conceptual site plans showing 350 and 600 units. Following the September 29, 1967 mee t ing , the applicant requested a further continuance to the November 17, 1987 meeting for additional time to prepare their si..e plan concept, which depicts 15 acres of commercial and a maximumof 750 units, The request was granted. Planning Commission meeting. To continue General Plan Land Use Element Amendment No. 87-2C and Zone Change No. 87-13 to the October 20, 1987 3.0 ANALYSIS; Concerns were raised by individuals testifying at the public hearing (September 29, 19C,) as well as by the Planning Commission regarding the distribution of dwelling units on the residential portion of the proposed project. In response to this concern the Planning Commission requested the applicant and staff.to prepare site plans for the three alternative development scenarios analyzed in the staff reports dated June 28 and September 29, 1987. 7/ 7 --ADOWLARK TRAFFIC ADDENDUM MEADOWLARK NEAR TERM PROJ ECT ALTERNATIVES PERCENT INCREASE IN INTERSE CTION CAPACTIY UTILIZED OVER NO PROJECT ALTERNATIVE Intersection Bolsa Chica St,/Warner Ave. Bolsa Chica St./Heil Ave. All Project Alternatives .07 .02 Heil Ave./Graham St, ,01 Warner Ave./Graham St. .06 Note- The above percentages reflect net changes in Intersection Volume/Capacity ratios excluding the effects of traffic attributable to the proposed Bolsa Chica development. Including these traffic projections would not significantly change the net diffQrence between the Iliterseotion capacity utilized with the No Project alternative or the other project -'alternatives. MEADOWLARK LONG TERM PROJECT ALTERNATIVES PERCENT INCREASE IN INTERSECTION CAPACTLY UTILIZED OVER NO PROJECT ALTERNATIVE Intersection Project Alternative A B C Balsa Chica St./Warner Ave..05 .05 .03 Balsa Chica St,/Hell Ave. .08 .07 .06 ve./GrahamStl 0.Hei A .01 .01 .1 Warner Ave./Graham St..04 .04 .03 Note: The above percentages reflect net changes in intersectf n Volume/Capacity ratios excluding the effects of traffic attributable to the proposed Bc1sa Chica development' Including '_hese traffic projections would not sign If icantl r change the net difference between the intersection capacity utilized with the No Project alternative or any of the other project alternatives SIGNAL LANDMARK TRIP GENERATION AS PROPOSED JULT 1987 (FOR INTERNAL , USE WITHIN T HE CITY ONLY) Trip Genert.tton . Rates: Intensity units/acre Rate per unit 6.5 9,1 9.5 k3,5 1,0 7.0 18.0 6.5 2 6.0 25.01 5.0 30.0 5.0 Trip Generations Phase 1 Phase 2 un/ac Trips un/ac 387 18,0 9,5 2193 21,0 16.0 910 25,0 21.0 1962 30.0 25,0 2035 Total:7487 Total Near Teem (1991) (0 60% °' Phase 1) 'T'otal Long Term (1996) Trips 1716 1632 955 1600 5903 Trips: = 4495 ADT Trips (Phases I A 2 + 69% Phase 4) Phase 4 Commercial acres 'rips 19 1 0 4 5 0 (@ 550/acre) tei e$ Trips 2800 +@ 280/acre) 13250 i14t3 Peak Hour: T t: Uu t 360 EXISTING AND NE1A.1t-TERM AFTERNOON PEAK HOSIGNALIZED I tT% SE I.ON VOLU l' tCAI'ACIT Y' RATIOSWithout Sao.WithoutIntersectionBalsa Chica Street/Warner AvenueBoise Chica Street/iieil AvenueHeil Avenue/Graham StreetWarner Avenue/Graham Street1.65.59.74.376.37 .713.70Assumes recommended mitigations measures as listed below.2Assumes arterial improvements currently planned by the City of thrAvenue and a separate westbound right turn lane on Warner Avenue.3 Assumes that a two-phased signal is in place.4Assumes a separate northbound right turn lane on l3olsa Chica Street.e eastbound and westbound through lanes on Warner TABLE 2LONG-TERM AFTERNOON PEAK HOUR INTERSECTION VOME/CAPACITY RATIOSIWithout l3olsa Chica Deve rent ]'ratffieWith Balsa Mica Devel meat'IntersectionWithoutProjectProjectAlternativeAProjectAlternativeBq'wcAlternativeCWithoutYr gS4NerojeetAlternativeI to;ectAlternativeItBoLsa Chica Street/Warner Avenue.842sot.q52,6,282'5x ys + Chica Street/lleil Avenue«883.ti54844..U04.id54,5.894,5Heil Avenue/Graham Street.42., .43.43.43.42.43.43Warner Avenue/Graham Street.78.82.82.81.84.87.87IAssumes, arterial Improvements proposed by .,e City, proposed near-term mitigations and recommended mitarddon measureslisted below.2Assumes a separate northbound right turn and second eastbound left turn lane.3Assumes a combination westbound through right lane replaces the right turn only lane, and altered signal phasing.4Assumes r separate southbound right turn lane, a combination westbound through right lane replaces the right turn only lane,and altereu signal phasing.5Assumes a second northbound left turn lane.,436Assumes a second northbound through lane and altered signal phasing. 87-2c ADDENDUM Planning Commission Staff Report July 28, 1987 This Addendum contains supportive material, revised analysis and additional information generated anc' or received regarding the subject site since the last public hearing on June 2, 198 s re discussed in this Addendum: o Revise Tr ffi An I i e 2, 1987 study session, the Planning Commission requested staff to have the traffic analysis revised to include potential impacts from the proposed development in the Boise Chica. A summary of that revision is included in this addendum and the full revision is an attachment to the Staff ReDort. a Moody Circle Issues Issue 3 have been raised regarding the existing connection of Moody Circle to Pearce Street, and the possibility of continuing Moody Circle to the south. Item No. 3 addresses those issues, o Ai rWtrWil In a recent meetit.g with applicant, a question was raised regarding the feasible future use, by the City's Water Department of an existing water well on the airport site. Item No. 4 reports the results of the Water Departments assessment of the well. Hazardotjs Materials It was recently brought to staffs attention that two gas stations on the corner of Boise Chica and Warner have underground storage tanks that are leaking gasoline. Item No, 6 assess that situation and its potential impacts to the airport site. o Revise Economi onsider inns A member of the Airport Board made staff aware or t:n fact that the City receives personal property tax revenue on aircraft tied-down (or dcmic led) at Meadowlark Airport. The Economic Considerations section of the EIR was revised to include that revenue. REVISED TR AFFIC ANALYSIS In the previous traffic impact study conducted for the proposed development of the Meadowlark Airport Site (Parsons Brinckerhoff Quade & Douglas, Inc. - March, 1987), future traffic volumes at the time the project's commercial phase is completed (near-term -- 1991) and at the project's overall completion (long-term - 1996), were developed by factoring 1986 Average Daily Traffic (ADT) by a 3.5 percent annual growth factor. This factor was developed based on average traffic volume growth within the City of Huntington Beach over the past six years. As such, it was assumed to be a reasonable measurement to base anticipated growth in future traffic attributable to general land use intensification, development and through travel in the City. However , in light of the significant size and proximity of the proposed Bolsa Chica development, some measurement of the projected traffic attributable to this project was necessary in addition to the above increase ins background traffic. To accomplish this, staff contacted the Signal Landmark planning department and requestAd their best estimate of the amount of development to be completed by 1991 and 1996, which are the anticipated completion dates for Phase 1 (Commercial) and 2 (Residential) of the proposed Meadowlark project. Parsons, Brincherhoff , Quade and Douglas, Inc. utilized this data to prepare an analysis 'ich includes traffic from Boise Chica development. It is difficult to determine traffic flows at this time because of uncertainties regarding the ultimate stree'c system. PBQ&D did, however , estimate the fututc levels of service based on normal growth proposed Meadowlark development , anticipated Bolsa Chica traffic and the cummulative impacts of all three scenarios. As expected , future arterial levels of service will decrease greatly, especially on Heil Avenue between Bolsa Chica and Spa ingdalf-, Warner Avenue and Algonquin and Springdale and Bolsa Chica Street between Edinger and Warner. (See Table I of Attachment 5). According to PBQ&D, peak hour ':vel s of service will also decrease. Three key intersections , Bolsa Chica Street/Warner Avei ue, Bolsa Chica Street/Heil Avenue and Warner Avenue /Graham Street are analyzed below for the following anticipated scenarios, 1. Existing Conditions 2, Background traffic -assuming normal growth rate at 3.5% 3. Project Traffic 4. Bolsa Chica Traffic 5. Cummulative Traffic based on all the above impacts The analysis assumes that all mitigation measures suggested by PBQ&D are in place. Mitigation measures were proposed where the level of service falls below LOS 'D' because intersections operating at LOS 'D'can be expected to accomodate a high density but stable traffic flow. The other two intersections , Bolsa Chica Street /Pearce Drive and Heil Avenue/Graham Street, which were analyzed In the original report, remained at LOS 'A' throughout PBQ&D's analysis and are not addressed in this revised analysis. Existing ,C. nditionsTable tj Currently, Bolsa Chica Street/Warner Avenue is operating at LOS 'D'. Bolsa Chica Street /Heil Avenue is operating at LOS 'C'. Warner Avenue/ Graham Street is operating at LOS 'A', Nor,T rrri___7`rafsic_( ible Assuming that proposed arterial improvements "three eastbound and three westbound though lanes on Warner Avenue) are in place, levels of service based on background traffic will decrease . Bolsa Chica Street/Warner Avenue is expected to operate at LOS 'D' although some improvement in capacity over existing conditions is gained with additional through lanes on Warner Avenue. Bolsa Chica Street/Heil Avenue and Warner Avenue /Graham Street will operate at acceptable levels of service (LOS 'C' or better). TABLE I Existing and Near Term Afternoon Peak Hour Intersection Levels of Service (With Mitigatiion) Existing Background Project 8olsa Chica Cummulative oolsa Chica Street/Warner Avenue D 0 0 Bolsa Chica Street/Heil Avenue 8 C'0 D Warier Avenue/Graham Street C'C' No mitigation suggested TABLE 2 Long-Terat Peak hour tritersection Levels of Service (With Litigation) Balsa Chica Street/Warner Avenue Solsa Chica Street/Neil Avenue Warner Avenue/Graham Street No mitigation suggested Background 0 oject Balsa Chica CumrRulati=re E The addition of peak hour project traffic does not significantly change the levels of service discussed above for the new-term background traffic scenario, provided suggested mitigation measures are in place. With the addition of anticipated Bolsa Chica near-term traffic volumes, Bolsa Chico Street/Warner Avenue and Balsa Chica Street/Heil Avenue will operate at LOS 'D', assuming mitigation Is in place. Warner Avenue/Graham Street will operate at LOS'C. When background, project and Balsa Chica traffic impacts are considered together, levels of service will remain at LOS 'D' for Bolsa Chica S tree t/Warne-r Avenue and Bolsa Chica Street/Hell Avenue. Again, Warner Avenue/Graham stree'. will operate at LOS 'C'. Long Term Traffic Im t T le 2 Assuming that the suggest i mitigation measures are in place, background traffic levels of service will decrease. All the intersections will operate at LOS `D'. The addition of peak hour project traffic, with mitigation, does not change the levels of service discussed above. All three intersections will operate at LOS 'D' The addition of Bolsa Chico traffic is expected to require additional measures to mitigate impacts. Assuming that the mitigation measures are in place, Balsa Chica Street/Warner Avenue will decrease to LOS `B'. Balsa Chica Street/Heil Avenue and Warner Avenue/Graham Street are expected to operate at LOS 'D. When background, project and Balsa Chica impacts are considered together, the levels of service for the three intersections remain the same as above, assuming that the suggested mitigation measures are in place. In summary, the levels of service in the area surrounding the Meadowlark site will decrease measurably in the next ten years, largely due to normal growth and anticipated Balsa Chica development. Only a small portion of the increa.;(=d -raffic is attributable to the proposed Meadowlark development. MOODY CIRCLE IS;UE.S Moody Circle is not located within the study area, however, it is witl:;n close proximity to the west. The street is presently the focus of considerable debate regarding whether or not it should remain as a cul-de-sac connected to Pearce Street, or whether it should be blocked off at Pearce and continued further to the south. It is appropriate to analyze the Moody Circle issue in relation to Meadowlark Airport, The traffic akid circulation section of Environmental Impact Report 87-2 indicates the need to retain Pearce Street as an access point for Meadowlark Airport. The connection of Pearce Street to Meadowlark, however, is to be designed in a manner which would minimize the use of Pearce. The continuer connection of Moody Circle to Pearce Street Balsa Chica Street and Meadowlark Airport. connect with a second street running east and west, This street would then connect to will have no impact on the connection of P_,arce Street to Meadowlark. If Moody Circle is blocked off at Pearce Street, there are two general alternatives for continuing it to the south. One option is to continue it a short distance south and then turn it out to Balsa Chica Street. The second option is to continue it south to where it would Although circulation planning for Meadowlark Airport has not included this second access point south of and parallel to Pearce Street, it could be accommodated. Because this is street would never be signalized at Balsa Chica Street (and probably would not permit left turns), it should not be utilized entirely in place of Pearce Street. Rather, Pearce Street and this second street could both serve as access to Meadowlark Airport. In summary, any of the Moody Circle alternatives can be accommodated in planning for Meadowlark Airport. None of the alternatives, however, will permit Pearce Street to be discontinued as access to Meadowlark. The largest issues are the impacts of the Moody Circle alternatives on the marketability and design of the parcels south of Moody Circle which would be bi-sected by the continuation of the street. These issues are not within the purview of Environmental Impact Report 87-2. 3. AIRPO RT WATER WELL At a recent meeting, that included the applicant, a discussion of all existing water well on the airport property raised some questions regarding the future inclusion of that well in the City's water system. Water Department staff conducted an assessment of the well to d-termine if it would be feasible, in the future, to incorporate the -cell into the City's water supply system. Their investigation resulted in a determination that it would not be cost effective to utilize the well. The reasons for their determination are as follow: 1. The well is too shallow, 2. The well is vulnerable to contamination fx um hazardous materials leaking from gas stations near the airport. 3. Tile well is near the end of its useful life. 4. The well has a history of low production. HAZARDOUS MATERIALS A. Underground Storage Tanks 1. On-site 7 inks According to the Orange County HealthcLre Agency, Environmental Health, Waste Management Section, there are two known underground storage tanks in the study area. The tanks must be removed and the soil must be tested for contamination. If tt.e soil or groundwateris contaminated, the Regional Water Quality Control board should be contacted for cleartup requirements. MEADOWLARK AIRPORT TRAFFIC STUDY ADDENDUM - SEPTEMBER 1987 The previous traffic impact study conducted for the Meadowlark Airport site (Parsons 13rinckerhoff Quade and P ug,las, Inc. - ,larch 1987), examined the effects of the following proposed development: C twcr 'zl 14 a(:ro Senior Citizen lloa, ina -. c its Medium Density Residential - 430 units High Density Residential - 375 units Since that time three new alternative deveiopruelrt scenarios have been proposed. All three alternatives assume 15 acres of commercial use, in addition to one of the following residential densities: Applicant's pr ).;sal - 150 units, Alternative One - 600 units and Alternative T, ro - 400 units. The associated number of trips anticipated to be generated by each of these proposals have been iummarized in Table 1. To estimate the traffiu effects of the respective reductions in residential units over the former project development as proposed in the :larch 1987 traffic study, near and long term afternoon peak hour intersection capacity analyses were conducted. To accomplish this, the former near and long term project traffic was adjusted according to the percent difference posed by each alternative's estimated trip generation. For example, in the near terra the tra i tedd. with all three alternatives jetted to increase by because of an increase in commercial acreage from 14 in the former project to 1. acres for each of the latest proposed alternatives, (Applicant 's, Alternative One, and Alternativ > Two) is In the long term a reduction in trips over the former .larch 1987 proposed project is expected for all current alternatives as follows: Applicant's*10% decrease, Alternative One - 18%> decrease, and Alternative Two - 38% decrease. March study, volume/capacity (V/C) ratios and corresponding levels of service were developed. Tables 2 and 3 summarize these results for the near term, both excludiu g Following the same intersection capa^iity analysis methodology as outlined in the traffic attributable to the polsa Chica development and including this traffic. As can be seen in Table 2, without including the anticipated Balsa Chica dcvcloprnent traffic , all key interjections are expected to operate at "acceptable" service levels (Level of Service LOS ';T or better). Including project traffic is anticipated to neeessitatd . a separate westbound right turn lane at the Bolsa Chica Street/Warner Avenue intersection to mitigate LOS 10 conditions. This latter measure is expected to be necessary to m'-late LOS 'E' conditions at this intersection for the no project scenario if l3olsa Chica trraffia projections are included (see Table 3). With the addition of project traffic, the Rolsa Chie Stye .ii' arner Avenue interaction is expected to requir a separate, north'tnund right turn lane as well. For the lone; tern: seen:.rrito, assamini; the Citys planned improvements of three eastbound and westbounnd throu- lanes on Warner Avenue and the recommended near term mitigations are in piace, the no project alternative: excludin the traffic projections for the Balsa Clrica Development is expected to requir; a separate northbound right turn lane and an additional east bound left t urn lane at thrY l:olsa Chiee. Street/ Warner Avenue inter section and a ,eenind 4' t C3 rrit,; throu gh lane and altered signal phasing at the 13olsa Chif:a .Street/ ll<iil Avenue intersection el Table 4). Adding estim ated traffic. projections 4k v;ItIl expected to require the same measures as, the no project a of a separate southbound right turn lane at the Beb;, intersection. I nt's alternative is rtxh the wi3iLion Street/ Heil AVe*Iluc Table 5 presents the estimated intersection service levels associated with the faro; Alternatives One and Two developme'° t scenarios (with+ott Bolsa Chica 'tr, projections ). These two alternatives E eesuYY, in a 0 -2% reduction in inters capacity utilized over the Applicant 's proposal. The same €iTiti atio!i measuros recommended for the Applicant's proposal are anticipated to be r;ceessary for Alternative One or Two. Table: 6 summari zes the results of the long term intersection analy ;'es including Bolsa Chick D evelopment traffic projections for t . no project and, Applicant's alternatives. In this scenario, the same two inter-,etions (prisa Chica Street/Warner Avenue and Bolsa Chica Suet/fleil Avenue) are anticipated to require, mitigation as in the scenario excluding I3olsa Chica traffic. However, in this case, an r,dditionai eastbound left-turn lane and seeoi,d northbound through lane is anticipated to be neces:5ary at Bolsa C;hica Street/Warner Avenue while Solsa Chica Street/Hell Avenue is expected to require an additional westbound through lane, altered signal phasing and a separate southbound right turn lane. In addition to these mitigations, adding Applicant's project traffic projections is expected to require a s,-cond northbound left turn laneat Bolsa Chica Street/lleil Avenue. Table 7 summarize s the results of the analys(,s for : iternt tives One and Two. These alternatives are anticipated to reduce intersection capacity utilized from 0-31.6 over Applicant's proposal and are expected to necessitate the same mitigation measures as proposed above for Applicant's proposal. The intersection capacity worksheets are available for ruviewfollowing Table 7 TAMEADOWLARK TRIP GENERATION FOR APPLICANTS PROPOSAL AND CITY PROPOSED LANDLANDUNITS/ TRIP RATELAND USE ACRE RATE UNITRESIDENTIAL,8.09.0 D. 11.APPLICANTS ALTERNATIVE# OFtOF # OFNITS TRIPS< UNITS TRIPS12.0 8.0 D. U.15.U 7.0 D:U.COMMERCIAL 600,0 ACRE750159000TOTAL 11 14250600 480015 90001380015 9u00 HEAR-TERM AFTERNOON PEAK HOUR INTERSECTION LEVEL. OF SERVICALL PROJECT ALTERN A IIV(without Bolsa Chita Development TrWithoutWithout Miti ationIntersectionV/ CLOS&ationLOSWith ProectBolsa Chica Street/Warner Avenue 8(iBolsa Chica Street/Pearce Drive .33Bolsa Chita Street/Neil Avenue .74 CHeil Avenue/Graham Street .37Warner Avenue/Grater... Street .67bout MItI at on W! Miti ation/CLOS VIC LOS.93.38IAssurnes arterial improvements currently planned by the City of three eastbound and westoound through lanes on WarnerAvenue and I3olsa Chica Street.2Assumes that a two-phased signal is in place.3Assumes a separate westbound right turn lane a' Warner Avenue/Balsa Chica Street. TABLE 3NEAR-TEEM AFTERNOON PEAK HOUR INTERSECTION LEVEL OF SERVICEALL PROJECT ALTERN,ATWVES(with Balsa Chica Development Traffic)Without Pro"e tWithout MitigationWith Mite nt.onIntersectit.nVicLOS VIC LOSBolsa Chica StreetlWarner Avenue.9`2Bolsa Chica Street/Pearce DriveABalsa Chica Street/hail AvenueElieil Avenue/Graham StreetWarner Avenue,'Graham Street.70With Pro actwithout I,t anon'SIC LOS V/C LO,With Miti ation. 99lAssumes arterial improvements currently planned by the City of three eastbound and westbound through lanes on WarnerAvenue and Bolsa Chica Street.2Assumes that a two-pt-.ased signal is in place.3Assumes a separate westbound right turn lane at Warner Avenue/Balsa Chica Street.4Assumes a separate northbound right turn lane at Warner Avenue/Balsa Chica Street. TABLE 4LONG TERM PEAK HOUR INTERSECTION L*'VEAPPLICANT'S ALTERNATIVE(without Bolsa Chica Development TrWithout Pro'ectWithout Miti ation With Miti ationIntersectionV/CLOSBolsa Chica Street/Warner Avenue. :lBolsa Chica Street/Pearce Drive.10ABolsa Chica Street/Heil Ave,bue1408PHeil Avenue/Graham Street.42AWarner Avenue/Graham Street.'8CV/C LOS38OF 32KVh A licant's AlternativeWithout litiLrat:on With Miti ationV/C LOSV/C LOS.85.821'Assumes arterial improvemen"_s proposed by the City and proposed near-term mitigations.Assumes a separate northbound right turn and second eastbound left turn lane.3Assumes a combination westbound through right lane replaces the right turn only lane, and altered signal phasing.4Assumes a separate southbound right turn lane, a combination westbound through right lane replaces the right turn only lane,and altered signal phasing. TABLE 5LONG-TERM PEAK HOUR INTERSECTION LEVELS OF SERVICE1ALTERHATIVES ONE AND TWOIntersectionBolsa China Street/Warner AvenueBolsa Chica Street/Pearce Drive(without Bolsa Chica Developnn.c:nt TrafficAlternative OneWithout Mititration With MiEti ationV/C LOS V/C LOS.43Bolsa Chica Street/Hell Avenue 1.15Heil Avenue/Graham StreetWarner Avenue/Graham Street.43.825AwithoutV/C'Assumes arterial imprt:+renents proposed by the City and proposed near-term initigations.2Assumes a separate northbound right turn and second eastbound left turn lane.Alternative Two:igatlon With Miti aVanLOS VIC LOS3Assumes a separate southbound right turn lane, a combination westbound through right lane replaces the right turn only lane,and altered signal phasing. TABLE 6LONG-TV aM PEAK HOUR. INTERSECTION LEVELS QIk SEAPPLICANT'S Al TERNATI +`E(with }3olsa Chica Development Traffic)Intersectionl3olsa Chica Street/Warner Avenue13olsa Chica Street/Pearce DriveBolsa Chica Street/Neil AvenueHell Avenue/Graham StreetWarner Avenue/Graham StreetWithout ProjectWithout Miti ation With Miti ationV/C LOS V/C LOS1.14, q5.42 A.34.87IAssumes arterial improvements proposed by the City and proposed near-term initigations.Assumes a second northbound through lane and second eastbound left turn lane..89J,43Assumes a separate southbound right turn lane, a combination westbound through right lane replaces the right turn only lane,and altered signal phasing,A liesnt's Alternativeit3F?`s'?tion Wits], iti ationS V/C LOS1.004Assumes a second northbound left turn lane.A TABLE 7LONG-TERM PEAK. f .OUR INTERSECTION LEVELS - F SERVICE"'ALTERNATIVES ONE AND TWO(with Bolsa Chica Devulop'nent Traffic)IntersectionI=olsa Chica Street/Warner Avenueilolsa Chica Street/Pearce DriveAlternative One _ Alternative TwoWithout Mitigation With Miti ati,., Without l' iitigatio With MitziV/C LOS.50Polsa Chica Street/Heil Avenue I.24Veil Avenue/Gr&ham StreetWarner Avenue!Graharn Street.43V/C LOS VIC LOS V/C LOS.99.43.8G1Assumes arterial improvements proposed by the City and proposed near-term mitigations.A2Assuaies a separate northbound right turn, a second northbound through lane and second eastbound left turn lane, and alteredsignal phasing.3Assumes a separate southbound right turn lane, a second northbound left turn lane, and a combination westbound through rightlane replaces the right turn only lane. J=' e-A V 4 k -3 V-4 S; :IE=Gr< 3:N1 1 14 E F z I A F'' 17-- Y._ F ; :I I 11...., i L _. 1`r1 C . 4J t 1-'t;1. .V41 -I P'k 1'-1 c 1.__. ''x' S.3 1 e a DATE ?/Q/8 7 ; r: : W ii. 'r'. -'..i4 r` w 1 Yr }: -6!#. •j q('. . "ii.. .,'. •i!•iti : # i4• ^Yt ^ LEVEL OF S ERVICE 0 !!! r Ill"+'r`i I It.lrl 3s'..": c.-ki I I EfUI VOL '7 / LA IL GE i_:rl I[_ I lw;s d: ` : ; tt-4 11.4 C ."" W i f - = k F u $''G E_' l l - V'"1 F ° . ti I L L L P 1Y i 1'x.1 C F=' 1""-". tJ 1.3 r 'T I Iuf? I I4i.u11114,E, I'IP.1' ' 14 T D I I-4 0011III1; urI E 11100U1u WEST DLPlor') MY ' of I l I H VIOL! 64114 114 1:011 ' TI!! i.» I ,. t d I- It' ')I 4. I.11•Z Aloft I1411I1I1'1,, r ,(.. CI A c r:; LOC AL^ BUSES 14 /1 I IOR IHEUIJINIV SOUTHBOUND EASTBOUN D WESTBOUND CRITICAL LANE VOLUMES fit`? MOVEMENT PHASING N/ :!!L DIRECTION SEPARATION E/W :2 HEAVIEST TURN PROTECTED PEDESTRIAN ACTIVITY : 1.0 -n 9 (#PEDS CYCLE LENGTH v 80 SECONDS NORTHBOUND THC,"U -RIGHT 222 LEFT StJFJTHDCIUN 238 460 'I n I5.. L n n K : rt § + I;: H 00 F = At: I OR 95 EASTBOUND WESTBOUND 449 , 411. 246 LEFT TURN CHEC}.. NORTHBOUND r rt r VOLUME 71 A I_'., i T E t) VOL 30 CAPACITY C) MOVE MENT N/A SOUTHBOUND EASTBOUND WESTBOUND 80 1 257 11 Z 877 :x'41 6.1 fJ N/A N/A PA :E3 ]D F;1, N C Utc-E 4 0 F Fy 3=„O L..3 fnk DATE; 9/9/E7 LEVEL OF SERVICE SATURAT ION 45 , : _ CRITICAL N/S VOL. ":: 7'f;ta CE.i`F ILAL F,,G1 VOL -7 •'r rIT[CrL SUN yf k # x 7Y #x -X * -X *.# * -X* * * 3! 3t # 9F Y x 3c 3b IF # K dt 3€ # LAM ` GEOMETRY NOR 1 1L UU'th t. j 1 HI=,'t` itJNU F, Ara i'DOuJf4D LANE NMi W I D-TM NOV WIDTH NOV W I DM 1. F 1 k 1.x.1. _ . 12. L1 FT Tt hRU R C`HHT NORTHBOUND NORTHBOUND SOUTHBOUND EAST BOUND WEST BOUND PHASING PEDESTRIAN ACT CYCLE LENGTH TRU(;F 3 M S G T.s T. . M k 4 FF,11 VOLUMES SOU. HG DL)ND EA; T BOUND .4 7 1242 511 r.4 LAICAL EUSE$ (4*i 71 WESTBOUND NOV WIDTH PT. I5. ti T. T. 1`? 0 1_. 1` O M t M } 'EAF HOUR FACTOR k95 .95 N/S :5 "DIRECTION SEPARATION E/W :2.HEAvIEST TURN PROTECTED VITY 1 99 (#PED /HR) BC' SE 'ONDS CRITICAL. LANE VOLUMES BY MOVEMENT NORTHBOUND THRU -R IGHT 222 LEFT 3 C-) SOUTHBOUND EASTBOUND 235 468 6 246 LEFT TURN CHEC1- NORTFI :tf7L.ON1) :t NF'U T VOLUME 71. ADJLJBTE) VOL 30 CAPACITY 0 MOVEMENT N/A SCOLITHBC1UND EASTBOUND N/A N/A F" 19 !E;r0N ECam,".1 i & EF"E1CDF:Fz" F: I ` r I c , I- MV F-7 I FEE" r A 1'%Jgc L_ V" I ;E WO - C)l iBA DATE: 9/9!87 TRUCI,::S ("X) LOCAL BUSES (#/HR) NORTHBOUND 5 SOUTHBOUND EASTBOUND 5 a WESTBOUND : PHASING NtS :5. DIRECTION SEPARATION E/W :2. HEAVIEST TURN PROTECTED PEDESTRIAN 94CTIVITY 1.0 - 99 (#PEDS/HR) CYCLE LENGTH . 80 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND MDV WIDTH F';'_ 12. Oz.. 12.0 T. 12 .0 .O L. {12L.. 12 0 WESTBOUND 13 981 508 F° FACTOR WE TBOUND THRU -RIGHT 22 2 2 38 468 402 LEFT 30 536 24? 0 LEVEL OF SERVICE SATURATION 0 1&3 CRITICAL_ N/S CRITICAL E/W VOL `7tSE3 VOL + -4- CRITICAL SLIM ****zi°ii*if*fir',!**# F* 1 -C e 3f# x#****if 3E mf r LANE GEOMETRY LANE NORTHBOUND NOV WIDI H BL:.! lIE'OUND MD 'sr' WIDTH EASTBOUND NOV WIDTH RT.15i.r:1 +R T .] . ic) L..2. 0 11'.0 T.1 .o 1C. c0 T..1 ;. 0 4 1 "0 L..12.0 12.0 6 NORTHBOUND I Rr' FFI C VOLUMES SOUTHBOUND EASTBOUND LEFT 71 9T5 5 THRL 1:J 2 4 RIGHT Si 511 34 CC" I Cl }" '` lR i F Imo". NI F f t" a LJ ,' F" F 01 i / fi I T NORTHBOUND SOUTHBOUND kiT VOLUME 71 925 ADJUSTED VOL 3 0 CAPACITY MOVEMENT N/A LEFT TURN CHECK N/A '•3C3 9 .- EtFes:I t'*1 F Imo:"C1 F" r-- m i,_,_, i'°'i 0 I MGM I- A m 4%, NIA L_ "i" E 1 x . c C) L_ -rs 4:4 C: F-A iC (__ 4 ./ i on, R r__ FR M .M fR C-:YT" i=ce i"•'i PA 0 r-.F: D a c `r ONCLUDES BOLSA GAGA) DATE; 9/9/87 *4 * *** - #1 *9F**** 16 6i-kiF #3F**** 3Fad-# #' if'-kcif ** LEVEL OF SERVICE I=- SATURATION CRITICAL N/S VOL 7 8 CRITICAL E/W VOL 8:=:8 CRITICAL SUM 1 t5 1 e LANE GEOMETRY LEFT THRU RIGHT TRAFF IC VOLUMES NORTHNLUND SOU7 HBOUND EAST BOUNLD WESTBOUND MOV WIDTH NOV WIDTH MOV WIDTH MOV WIDTH R.I. 1 . irr NORTHBOUND SOUTHBOUND RT. T.. 15.0 12.0 [ .. 12. 0 12.0 T.. 1 .. 0 12.0 L.. 12.0. EASTBOUND eoo _1 205 1260 590 .5 WESTBO TRUC}::S (`.a) LOCAL BBUJSEE (#/HR) PEAK: HOUR FACTOR NORTHBOUND 5 SOUTHBOUND q EASTBOUND 5 71 WESTBOUND 5 71 PHASING N/S i5. DI RECTTON SEPARATION E/W .'... HEAV IEST TURN PROTECTED PEDESTRIAN ACTIVITY 1. 0 - 99 (#PE. CYCLE LENGTH 80 SECONDS S /HR) R I T I CAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND THRU -RIGHT 219 239 LEFT 29 459 LEFT TURN CHECK NORTHBOUND N PU T" VOLUME 7.0 JUSTED VOL 29 CAPACITY 0 MOVEMENT" N/A EASTBOUND 475 307 SOUTHBOUND EASTBOUND 276 Z-07 N/A N/A 95 C~ F: I m I cms'sM_ M CA'JMme:.Mi N -F icZMGMPI Y8 1 8 CA Z A M-= . MN I F NFZ .. I TM 11%.J C3 F ° F D ,." NI 2 -r (INCLUDES BOLSA CHUCA) DATE: 9/9/87 LEVEL OF SERVICE I iATURATI ON a e CR I "1 I CFL N/S VOL `7 8 CRITICAL E/W VOL ."N"4' CRITICAL SLIM 11 41 " 7 NORTHBOUND LANE P1OV WIDTH 4 5 LEFT ri n RIGHT RT. 15 to L 12.0 LANE GEOMETRY SOUTHBOUND 1IOV WIDTH EASTBOUND MOV WIDTH WESTBOUND MOV WIDTH F . r 1, 'r o RT. 15. 0 R. 12.0 R.12.,ti T. 12.0 T. 12.0 T. 121.0 T.,. 12.0f L. 12.0 T.. 12.0,, L., 141.0 r Y . Y k . . q. . q TRAFF I C VOLUMES NORTHBOUND SOUTHBOUNLI EASTBOUND 'IESTBOUND 70 E400 3 115 130 205 1 6 .X 1055 80 590 35 43 TRUCKS (7) LOCAL. BUSES (4 /HR) PEAK HOUR FACTOR NORTHBOUND 5 s4 SOUTHBOUND . .9 EASTBOUND WESTBOUND , ,?5 PHASING N/S :5. DIRECTION SEPARATION E/W :2. HEAVIEST TURN PROTECTED PEDESTRIAN ACTIVITY 1. Q - 99 (WEDS/HP) CYCLE LENGTH 80 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT -I9 2 9 475 LEFT 29 459 ;t'17 0 LEFT TURN CHECK' NORTHBOUND E'ouTHBOUND EASTBOUND WESTBOUND T VOLUME ; i=7 800 ,711 0 1 1' I ADJUSTED VOL ,29 (376 307 D CAPACITY is t*43 264 MOVEMENT N/A N/A N/A OK iF Z dfb S3 J4. F 19 J C. 1r"+.. Ir+. H C3 F =F7' CF: 171 I CPi<..._. m0vJ NEzNT' ANAL_._"V8 ::a: 'S` JL_ B A C 6-I I F t4 F- E F JJ A J -r F NI / F Jam: D a E C `rte (INCLUDE S BOLSA CHICA) DATE: 9/9/87 LEVEL OF SERVICE E SATURATION'' f CRITICAL N/S VOL CRITICAL E/W VOL 8 CRITICAL SUM 1 6>:75 1 LANE GEOMETRY NORTHBOUND GOUT'IPOUND EASTBOUND WESTBOUND LANE MOV WIDTH NOV D T H NOV WIDTH NOV WIDTH 1J I:r 4 TF:AF T= I C VO,, ES NORTHBOUND 219 9 NORTHBOLJND INFF'U'I° VOLUME 70 ADJUSTED 110E'9 CAPACITY MOVEMLNT N/A LEFT` THRU RIGHT RT. 15«6 L..12.0 /.:x 1710 SO 1 2 .0 NORTHBOLJNI, SOUTHBOUND EASTBOUND NORTHBOUND SOUTHDOUNL+ r ST {OUN,D WESTBOUND R.. 1.:. a_f RT. 15. so RT. 115.0 R.. 12 .0 r. 12.0 T. 12.0 T 12 .0 T•. 1 '.0 1 12.0 9-25 'r 1310 590 1090 505 TRUCi•--•S (%) LOCAL BUSES (#/HR) PEAF-, HOUR FACTOR 5 .93 .. + 5 7.1 S 3 .95 PHASING N/S 15. DIRECTION SEPARATION E/W :2. HEAVIEST TURN 7ROTECTED PEDESTRIAN ACTIVITY . 1. 0 -- 99 (#PEDS/HR) CYCLE LENGTH SQ SECONDS w CRITICAL LANE VOLUMES BY MOVEMENT ''SOUTHBOUND EASTBOUND 2:9 536 49 3 :O7 LEFT TURN CHECK SOUTHBOUND EASTBOUND 925 31CC0 10 1 3t.a7 0 0 N/A NIA WESTBOUND WESTSOUN1 569 WESTBOUNDIJ. w 383 01< .1--ti :1 »N: 1 f : d L N~ d '' J' 6 " N i IF-1'4 'T` NUJ t!A L-' Y 'Z-37:.'3 T , - :*(Ti 1- v E : : r A:k s H 1 t ` ; " • , t - k W F = ; . N1 N T 1 = ; : • F . , : L=-= -v v-1 i+r,A 1--" P< 4,.x,1 ./ M a; `r (INCLUDES BOL S A CWCA) DATE: 9/9/e'i 1. EVEL. OF SERVICE D :?NCI°LIF'a"`rT I ON.3 C}I;TI(CAL.. N/S VOL CRITICAL E/ W VOL 7 5 • CRI•T ICAL SUN I -e-j- -ol-!25 LA}'•II : :i f:IPi :TRY LIar'.;E 4 S5 6 NgigTN EL:)UI11.l NOV 1J .I is I 1.1 TR1JC3:,S fp + (l•: iF::F.iC, VCJ."Li E'.) LEFT THRU RIGHT i hF{L C_II IDNOR NOR T"HDOUNO SOUTHBOUND Et-)ST.{OU1' i WESTBOUND PHASING PEDESTRIAN A CYCLE LENGTH Ni' E/W TIVITY L T?i:3,1) E$It,rVi (-LAS T'D01,M) WESTBOUND 1"1#:IV WIDTH HOY WIDTH iJ rt :a i ON L) (/HR) DIRECTION SEPARAT I ON HEA' ) I EST TURN PROTECTED 6 ^- 99 (4tPEDS/HR) SO SECONDS CRITICAL. LANE VOLUMES BY MOVEMENT NORTHBOUND THRU -RIGHT 156 LEFT "'9 SOUTHBOUND EASTBOUND 3t9 49 536 307 LEF-f TURN CHE NORTHL(01-11 l1) Z Iti VOLUME c 0 FED VOL i9 C.., PY'J'ITY MOVEME;.'i" N/A c",OUTHBOUND EASTBOUND I °)a; :t rO7 N 4/ N/A .95 12;:.t;) T.. 12. 0 TI3OUND Ibt O HOUR FACTOR WESTBOUND 446 0 WESTBOUND IiS Li} F I 'T I C Pb L_ M C.3 1'x1 I'1I A NJ , L. 'l/I E sCi_SP1 .)ATE. 9/9/87 LEVEL OF .R'V'ICE I0: SATURA F'ION so 7 CRITICAL N/S VOL 8 15&:x CRITICAL E/W VOL CRITItC:AL SUM 1 t5 ;p ` C*##*3.*?*****-1t***ou :*#**xx**src*it•ii--14****=r. LnNE GEOMETRY LANE L. kN,1 Nil--)Imo' : L ti ' NORTHBtILIN1. MCEV WII:)TCI "; 1'HIILJU D }'r' WIDTt-iAl EAS'CTDOUND -WESTBOUWD 110V W l I.rl H I F . 15.C-r . 12.0 R F . 10.0 L... 12,r,,r Cam'.. R 1 :. ti`,l` 1 i . r:s12 ... .... T.. 12.0 T.. 12.0 4 ... L . _ 12.0 L .. 12 .0 5_ . . • . . . L. . 1 2 . (-.j 1 RA6 .I C VOLUMES NORTHBOU N1D 3t.1UTHrk14JND LEE`! EN THRU 151 RIGHT 9 NORTHB OUND, GUTH7 ;BOUN1 EASTBOUND WES11{OUNID TRUCKS ;,'.>BUSE S ; /HR t IOUND PHASING N/S :5. DIRECTION SEPARATION N/W t2. HEAVIEST TURN PROTECTED PEDESTRIAN ACTIVITY . 1. t:i -- 99 (*PEDS/HR) CYCLE LENGTH 00 SECONDS "f HRU -RI GHT LEFT I r' F'1.3"F VOLUME AVI1:13TED VOL, CAPACITY MOVEMENT CRITICAL LANE VOLUMES E:Y MOVEMENT' ORTHC3OUND SOUTHBOUND EASTBOUND 249 26 527 42 610 286 LEFT TURN CHECt.: NOR THBOt.)N SOUTHBOUND EAST SOUND 84 10 9" 005 42 1 1.6:„ 286 is f 1 - 7 N/A N/A N/A 10414 X42 6W MOV WIDTH R. T.. T. To F es I r I Cc6.._: 1D\ E= N1E v.4 r r4 L-`: F3 T. -'T` D F F C L .' M X `T DA"-: 9/9/87 +: - 4F # •# 3e• t k •k• ?i • 9f iF• a(• k •ic -}(. T- ti'G •#• 3E• •r"<• 's• #' yE -k'• • 3#• f• wi • : ii• •• E'VEL OF SERVICE 1„ ) SATURATION 7- CRITICAL-N/S VOL '' CRITICAL CRITICAL E/W SUM VOL_ 1 5LB3 NOR f Hi: OUND LANE MOV WIC.FIFI T. 1':'.{a Lr='NE GEOMETRY :;AOL! i HE DLUND WTV' WIDTH EA43 f E;0UN1) MOV WTDTR WE.: TBOUND NOV WIDTH R.1 RT. R...T .. 12. X)i.. T..12.0 T. 12 v T.. 121.0 L....12.0 L. .'r . . i .ks L_r 2. .3 L-.. .1 om, . i. I AF F i C VDLUM F NORT}=HEt UN's I THRU -RIGHT LEFT NORTHBOUND 176 COND CRITICAL L.Ah!21 VOL.U SOUTHBOUND 266 61f) LEFT TURN CHECK NOt TFfEiC7t1N.. Ir_ J T VOL_U'l"IES4 ADJUSTED VOL. i jCAPACITY MOVEMENT N/f LEFT Y. ..k 1...4 THRU ' 42 1 .475.1165 RIGHT 96 407 40:603 ESTBOUND T} LSC .S .;AL DOSES i I /HP ;PEAK HOUi, FACTOR NORTHE119L LUND I SOUTHB O1.)ND EASTBOUND W »ti I PHASING N/S E./W ^ 21. DIR°EkTION SEPARATION HEAVIEST TURN PROTECTED PEDESTRIAN ACTIVITY 0 - 99 (FEDS/HR) CYCLE LENGTH 11 62 28 6 0 1099 3 05 134 EAS TBOL.f 1D EASTBOUND 527 1 50 WESTBOUND WESTBOUND 4 SOUTHBOUND EASTBOUND WESTBOUND i N/A N/A OK ES BY MOVEMENT F=, F . 3Ci l E3 =c .F4 I t C2 BC E= V D F F ::I "T- :1 (1_- ri c, M E 1''L!-F oc 1`"l oc L . ""18 I E3 3 0 1--:E3" " :I z a.-,J F:; N4 V=-: L- D 0 ,; G -r V =E €= , M "am' 1- I Q 1"4 iC4 LEVCI.. OF SERVICE IF= SATURATION 1 c;):; CR I T I CAL N /S VOL ' 1c? CRITICAL E/W VOL 76>' CRITICAL SUN I E I LANE GEOMETRY NOR F HW7T._ii W SOU-1 HL OUNla Ef4E d.B{Our"D WESTBO UND L..FANE NOV WITYF1-F F'OV WIDTH MOVWIDTH MOV WIDTH 1 71. () R T,15.U j ''.T 12. 0 1.<0 1". 1.'.t,3 12.Q Lv b 12.0 „tf 2 4'-' 6 lt- EASTFa LOCAL BUSES WHR PHASING N/S t S. DIRECTION SEPARATION E/W :2. HEAVIEST TURN PROTECTED FUND PEDESTRIAN ACTIVITY 1. 0 - 99 (4 PEDS/HR) CYCLE LENGTH 80 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT 1 CAF. 1'. F'v. NORTHDOFJND GCUIH90UND EASTBOUND 1 Ftl " I {_' VOLUMES NORTHI3OCD40 NORTHBOUND SOUTHBOUND THRU --RIGH T 249 266 NOR INBOUND SOU THOOUND EASTBOUND WESTBOUND LEFT 42 670 I Nr UT VOLUME A: DUSTED VOL.CAPACITY LEF I `rHRU RIGHT MOVEMEN'1, @4 1 " 4wj 312 TRUCKS (: 9 J 4'" 1 2.7a 294 N/A N/A N/A SOUTHBOUND r,12 . 0 T -:2a0 T.. 12.O T.. 12.0 . l Z 0 13 4 206 674 WESTGOUND 1 4 2 1ZN 0" DATE: 9/9107 F='t '-kFz9(jr X114 I iz I "cG -:L 9=z1-1C3Imo'F G Fz X G•' I C; Y L.. NI D .J 1-1 NJ -T P I L. "' IL B DATE: 9/9 /G7 LEVEL ,JF SERVICE :D S A, r•uF=,ri'r .1 N `. CRIT1 CAL N/S VOL B4- CRI ; ICAL E/W VOL 4512.x` CRITICAL SUM IL .e.60 CE3 K N w GEOMETRY NORTHBOUND SQUTHt OUND EASTBOUND WESr2OUND LANE MOV WIli•i i i OV WID1l-t MOV WI D T F-1 MDV WIDTH R..12 .0 R.12.a FIT.1:. Ca R.12. 0 T.12.0.R_ .12.0 T.12.0 T.12.0 1.,.12.0 12 .0 T..12.0 T.12.0 4 L. •12. 0 L.12 . 0 T..12.+;0 15 . w M •L..12.0 L.-12.0 L..1 ..0 1' . +i p . . tlf Qr" 1" I C,' '/tJLL +MF.; NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT 84 205 14 THRU 157 202 153B 1206 RIGHT 96 61:4C 674 TRUCE'S C 7 ) LOCAL BUSES NOR THWUND SOUTHBOUND 11-5 EASTBOUND 5 WESTBOUND C PHASING N/S .5. DIRECTION SEPARATION E/W :2. HEAVIEST TURN PROTECTED PEDESTRIAN ACTIVITY : 1. 0 -99 QP,E CYCLE LENGTH 80 SECONDS PEAK HOUR FACTOR I 1 CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND THOU -RIGHT LEFT 176-.42 266 670 NORTHBOUND LEFT TURN CHEC}R., SOUTHBOUND ,INPUTVOLUME 241,1205 ADJUSTED VOL 42 12/t3 CAPAC I rY 0 G MOVEMENT N/A N/A EASTBOUND WESTBOUND 549 468 C 0 EASTBOUND WESTBOUND .712'` 154 294 81 F Z E3 . I P 4 G F 2 T I L. N Dv FE F= "'T 0k N L' C 7E. D L ',_,-` tc!k L c " -rl-=,: M AL--r- DATE: 9/9/07 LEVEL. OF SERVICE r-=- ATURATION IS CRITICAL N/S VOL .L Z6- CRITICAL E/W VOL 1 CRITICAL SUM 1 -7 LANE NC0RT1 IDD1UND MOV WIDTH "SOL,1 I'l I CoUND MOV WIDFH EA r T 1; 0UhdD MOV WIDTH WESTBOUND MOV WIDTH PT.I"I.Gr R 12.0 RT.,15., C',R.12,C) ... 12 . t)T.112.0 T.12.0'...12.0 T.1;. 0 T..12.0 4 12 . 0 L..1 '.O 12.0 w .....L. •12.0 n a • . s re h FE AK I L; VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND LEFT Cw4 THRU i x RIGHT 96 WESTBOUND 1196 1 34 24<:15,712 1203 612 4i 665 TR,U LOCAL BUSES (# /HR) NORTHBOUND 5 SOUTH:`; OUND EASTBOUND 5 a WESTBOUND S 31 PHASING N/S :5. DIRECTION SEPARATION E/W :2. HEAVIEST TURN PROTECTED PEDESTRIAN ACTIVITY „ 1. 0 - 99 i*PED /'HR. CYCLE LENGTH 80 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND THRLJ --RIGHT 249 246 LEFT 42 665 LEFT TURN CHECK NORTHBOUND SOUTHBOUND INPUT VOLUME 04 1196 AD3USTED VOL 4 1268 CAPACITY tr 0 .MOVEMENT N/A EASTDOUND 294 PEAK,=:. HOUR PACT I WEST BOUND 134 4114 OK LANE GEOMETRY F'ick FR S'-. L3 I's 1 ._F8` F r-< I t"' • : 1 :" D F F; Z I ' 3_ c i T4 1N 1 1-E M Ir iA -r icz!k 1'41 i L_V .__r- I s C 1-1 1 C_' jc ,{ J A 1=;:" 1= F, L_ NJ t3 m 1-1 1__., - I E: "rr'-1 i m DATE; 9/"/7 LEVEL OF SERVICE SATURAT ION 1-=3 oc?%_ CRI IL AL N/S VOL EZ.I CRITICAL E /W VOL CR.I I :CAL SUM 1 -4 2 LANE CEOME TR Y LAN-"1E LEFT THRU RIGHT NORT H B OuNr SOUTHBOUND EASTBOUND WESTBOUND 5 S PHASING N/S :5. EIW :2. PEDESTRIAN ACTIVITY : (* /HR) F EA}. Hl A,,R c'P'.CTOR I DI RECTION SEPARATION HEAVIEST TURN PROTECTED 1. 0 -99 (#PEDS/HR') CYCLE LENGTH SQ SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHS01 !ND SOUTHBOUND EASTBOUND THRU -RIGHT 176 266 547 LEFT 42 66 5 154 LEFT TURN CHECK NORTHBOUND SOUTHaOUND INFU I` VOLUME 94 119 ADJUSTED VOL 42 1265 CAPACITY MOVEME'N I N/A N/A NOR rHtA,_jLJ NNI:° St IL! -j ?HD tLt • D MO'V WITH N JRTHBOLND P 11,11 V w [D i` -{ vfj xl3!,l T'HBOUND EASTBOUND NOV WIDTH T. EASTSOU; WESTBOUND MOV WIDTH R. 12.0 T. 1 2 .0T. .1 , 2 .()12.0 WESTBOUND 14. 1203 64 r„1ME ai TR UC'i.t (%) LOCAL BUSES EASTBOUND 2'94 GO N/A TBOUND 467 , 0 WE STBOUND 134 :r 74 OK 9 C3 v M EE t %,i LANE: NORTHBOUND MGV WIDiH SOUTHBOUND NOV WIDTH EASTBOUND NOV WIDTH WEST20UND MOV WIDTH 1 RT.15. 0 RT.1S. c,r 2 L..1'' . Cr R.1'.iI4.12 f3 T 12.0 T..12.0 4 ......,T..12.0 L..12.0 aaa-••• af•-r:-aa4•;ac a-•--•a•aa••aaF•-a•raE LEVEL OF SERVICE SATURATION. 711- CRITIC-AL N/S VOL cz?0- i CRITICAL E 'W VOL :•?' CRITICAL SUM 1 eb !E5 6-1 :•*a:•*a*a••n*4 a4•aFad•a•a~a#-•af•ae-x-aat-a *** LANE GEOMETRY 6 DATE: 9/'P/27 TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTDOUNDNNORTR :,OUND LEFT 84 THRU 15/ R I OVIT 96 TRUCKS (l) LOCAL BUSES (#/HR) PE AV, HOUR FACTOR NORTHBOUND 5 1 SOUTHBOUND _ 1 Ci 1STBOLJND C WESTBOUND N/S e5W DIRECTION SEPARATION E/W .2, HEAVIEST TURN PROTECTED PEDESTRIAN ACT: VITY 1. 0 99 (#PEDS/HR) CYCLE LENGTH 8O SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND 249 SOUTHBOUND X66 42 652 NORT!-HEBOUND . LEFT TURN CHECK SOUTHBOUND INPUT VOLUME 84 1177 77 ADJUSTED VOL 42 1 242 CAPACITY lr ;r MOVEMENT N/A N/A EASTB OUND WESTBOUND 5 42 463 29,0 EASTBOUND WESTBOUND 5 10 134 29 2 0 79 21 N/A OK F' if•`6 , 9 4_._P " E ] E t I R I A ' C C _ 1 FR • C3 I R =' D L_ , E--; r L NG "r m 1 -IF DATE: 9/9/57 LEVEL OI- SERVICE n : 'SATURATION CRTTICAI_ N/S VOL CRITICAL E/W VOL 4S 1 CRITICAL SUM 1 --- - .ANE GEOMETRY of,,,I FtiCtJNI) SOUTHBOUND EASTBOUND WESTBOUND L' NE 11oV WIDTH NOV WIDTH N OV WIDTH NOV WIDTH 12 . 0 12: 0 12.0 NONTHODUND SOUTHBOUND EASTBOUND WESTBOUND L_E ' I H4 11 72 I x d 1 34 THRU 157 242 1518 1193 RIGHT 96 611 40 652 TRU:,KS' (%) LOCAL SUSFS (#/HR) PE-)f:' HOUR FACTOR NORTHBOUND SOUTHBOUND 3 EASTBOUND 5 WESTBOUND 5 PHASING L. 12.0 RT. 15.0 R.. 12.0 T. 12.0 T.. 12.0 T. 12, . Q T.. 12. 0 L.. i.O T.. 12.0 L. 12.0 L.. 1210 31 N / S ,.5. DIRECTION SEPARATION E/W g2, HEAVIEST TURN PROTECTED PEDESTRIAN ACTIVITY ; 1. 0 -,99 (a#PEDS/HR) CYCLE LENGTH 80 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WEST I U1 D THRU -RIGHT 176 266 5 42 445, LEFT 42 652 153 0 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EAS r`BOUND WESTBOUND `i 1ur`'UT VOLUME 17-4 1 172 310 134 .ADJUSTED VOL 1242 292 74CAPACITY_ c^3 7 9 MOVEMENT N/A i4/A N/A K P'44 E3 D N ES E3 F: I i t ' "C31= tom:g TXCoif t'1 f i"fE=NIT o 3 ._' 5IS (INCLUDES BOLSi ,, CHICA) DATE: 9/9/07 LEVEL OF SERVICE F SATU:ATION I 1 iC CRITICAL N/S VOL 78-f- CRITICAL E/W VOL i c P i CRITICAL SUM .. 8 LANE GEOMETRY NORTf°;BOUND SOUTHBOUND EASTBOUND LANE NOV WIDTH L_= 1 0 L. 12. 0 .,. TRAFFIC VOLUMES 1, rr 12.0 12.0 12.03 12.0 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT THRU RIGHT TRUCK-:S (%) NOS, t HBOUNI? SOUTHBOUND C EASTBOUND 5 WESTBOUND 5 LOCAL BUSES (/Hr) PEAfK: HOUR FACTOR ti .. PHASING N/S 5. DIRECTION SEPARATION E/W .2. HEPVIEST TURN PROTECTED PEDrSTRIAN ACTIVITY 1. 0 --t79 C4PEDS'/HR? CYCLE LENGTH Star SECONDS CRI NORTHBOLrN'J THRU --RIGHT 174 LEFT 44 SOUTHBOUND EASTBOUND :6 624 610 479 LEFT TURN CHECK NC)RTHLRDUND SOUTHBOUND EA>:.TBOUND WESTBOUND 1 NPUT VOLUME S 1100 48th 1: O ADJUSTED VOL 44 116 479 CAPACITY tr is 12 467 ,MOVEMENT N/A N/A N/A OK MOV WIDTH MOV WIDTH 1'r'.t >'. 1 0 RY 15, 0 R.. 12.0 12.0 T. , 12. T . 12.0 I Ic:n> 4801 1755 870 40 !CAL LANE VOLUMES BY MOVEMENT F 0 C-- - WESTBOUNL NOV WIDTH _` : DP 9 E3F I roc>=: - DF F GF I TLC' B"9 T aBn.`` I (INCLUDES BOLSA GAGA) DATE: rj/9/87 L...EVEL.. OF SERVICE E-E SATURATION C CRITICAL N/S VOL CRITICAL E/W VOL +S:22: CRITICAL SUM 1. _a- #xiF 3E^`f•j#•E•ic•3c-Y;•-3E Df * F•#i•****•F•Yc "c•i{•** r• * •r #' -3 *** L_t:,NE GEOMETRY L_ANE IvLORTHBOUNI MOV W I D. H ' OU ;`HBO(JNI) MDV WIDTH EA'STBOUND MOV WIDTH WESTBOUND MOV WIDTH RT.15.0 R.12, O T ..12.0 R_1; . {:f T 12.0 T. M 12.(,) T ..T. .121.0 T..12.()T.12.0 4 L„12.0 L.12.0 L.12.0 T..12, 0 S .aa.L..12.0 L..12.0 L. ,12.0 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND L ASTE+OUND WESTZWUND LEFT 8 `:i 480 ',:;ter TH RU 15 5 24 ;1 755 1080 RIGHT 95 870 40 600 TRUC VS (3 NORTHBOUND SOUTHBOUND 5 EASThhOUND 5 WESTBOUND S LOCAL BUSES (# /.HR;)PEAK-, HOUR FACTOR 1 PHASING N/S : O=DIRECTION SEPARATION E/W .2.HEAVIEST TURN PROTECTED PEDESTRIAN ACTIVITY 1. 0 -T t#F EDS CYCLE LENGTH :SO SECONDS RITICAL LANE VOLUMES BY MOVE THRU -RIGHT LEFT NORTrIBOUND SCUT; iBOUND 91 26 17 NORTHBOUND iNP JT VOLUME 85 ADJUSTED VOL 44 CAPACITY U MOVEMENT N/A ENT EASTBOUND WESTPOUI' D b4 4i: 251 0 LEFT TURN CHECK SOUTHB OUND EAS TBOUND 11 00 180 11a-479 N/A N/A 610 C1 F I T I CC ick L_, cd ",,,,A P-1 FEE 1*B -r i'=`r oc L- "k,'` S3 1 a- LANE 2 4 5 6 TRAFFIC VOLU LEFT THRU RIGHT C -- . 8--e I C Z W , 8=Z t%.J E C3 8' J C3 '7-1~ 1= 8 eA 1=' F' 1L- Y t 141 T (INCLUDES BOLA CHICA)DATE: 9/9/87 ###-•k-######### **. * b#### -####?e##### LEVEL OF SERVICE F SATURAT ION IL :L. CRITICAL N/S VOL cB4-q- CRITICAL E/W VOL 1 .. CRITICAL SUM I -7 r`e#-rcic#=e+:: #3-######r#•r-'r§'#'bk-lF--#'r#3f 'r##`F.--YrF LANE GEOMETRY NORTHBOUND SOUTHB OUND EASTBOUND MOV WIDTH NOV WID TH MOV WIDTH R RT.15.0 1% ,12.0 R..y 0 T...12.0 L..12.0 T..12.0 T..12..0 ,,....,t_.12.o L,-12.0 .. , .L. .12. 0 . . .. , . WESTBOUND NOV WIDTH R. - 12.0 T, 12.0 T.. 12,0 T. 12.0 L.. 12.0 NOi,TH}BOUND SOUTHBOUND EASTBOUND WESTEir;UND cj 1205 483 135 1. 55 245 1820 1620 95 875 40 670 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LOCAL BUSES (#/HR) PEA< HOUR FACTOR 1- 1 1 „5. DIRECTION SEPARATION .2. HEAVIEST TURN PROTECTED 99 (#PEDS/.HR) 80 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EA$TBOUND 174 269 646 44 670 485 LEFT TURN CHECK NORTHBOUND SOUTY OUND EA^ BOUNI 95 1205 485 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH INPUT VOLUME ADJ US 1"E'D VOL CAPACITY MOVEMENT 44 1278 48 v.3 0 0 18 N/A N/A N/A WESTBOUND 1w 467 OK TRUCKS ; %) R " eA S3 C3 ! " t3 E F;: I P4 1-"l. F'4 " C :) i- F C : F I. 'Y T C L. M DD v EE M i _r t m ec= L_ v 9E; I 1) L... E G 1--1 I Q ff% / , F: " FEE F I. r%J B -T" r F L N1-I- W/ M I m (INCLUDES E3O ..SA CHIC A) DATE: 9/9/87 LEVEL OF SERVICE SATURATION Ei: :L C-3C_), 2' CRITICAL N/S VOL '7;.1. CRITICAL E/W VOL E3 CRITICAL SUM i.1-.. LANE GEOMETRY LANE LEFT. THRU RIGt')'T NQ R'T HB CoUN1) MOV WIDTH SCUTHt3OUNL? NOV WIDTH EASTBOUND WESTBOUND MOV WIDTH MOV WIDTH q 85 155 95 TRAFFIC VOLUMES SOUTHBOUND EASTBOUND WESTS UND ^45 875 433 40 TRUCKS (V.) LOCA1 SUSES (#/HR) PEAK HOUR FACTOR NORTHBOUND SOUTHBOUND EASTBOUND 5 WESTBOUND PHASING N/S :5.DIRECTION SEPARATION E/W HEAVIEST TURN PROTECTED PEDESTRIAN ACTIVITY :1. 0 -• 99 (#PE`. CYCLE LENGTH 8O SECONDS THRU RIGHT LEFT UT VOLUME ADJUSTED VOL CAPACITY MOVEMENT CRITICAL, LANE VOLUMES DY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND01269 646 44 NORTHBOUT D 85 44 670 254 LEFT TURN CHECK SOUTHBOUND EASTBOUND 112,05 485 1.278 455 0 18 N/A N/A STBOUND 135 OK F I -r I C L 1'"14 \ E: M '--! -7' a 6',d L_ Nz S 1 S (INCLUDES BOLSA CHICA' DATE: 9/9/87 LEVEL. OF SERVICE SATURATION I 1 .. IX,'CRITICAL. N/S VOL 8S CRITICAL E/W VOL I I 1 `. CRITICAL SUM 'kdE,****,.***#-3E'k*dk3 'r-1F-K ih****.k :E-?k#•Yr-lf aE3*** LANE GEOMETRY NORTHBOUND NORTH20UND SOUTHBOUND EASTBOUND WESTBOUND y C45 115595 TRUCE'S tl.3 5 R. 12.0 T. 12.0 RT. T. T. 12.!: 12. 0 12. 0 MOV WIDTH R... T.. 12.0 T. 12. u T. 12.0 L.. 12.0 TR:AFV I C VOLUMES SOUTHBOUND EASTBOUND WES TBUUND 1195 455 245 19 10 1620 875 40 665 LOCAL BUSES (#?HR) PEAL HOUR FACTOR PHASING N/S :5. DIRECTION SEPARATION E/W s2. HEAVIEST TURN PROTECTED PEDE STRIAN ACTIVITY : 1. 0 - 99 (WEDS/HR) CYCLE LENGTH M 60 SECONDS CRIT ICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EAST OUN0 WESTBC1UN1D THRU -RIGHT 174 269 643 o2S NORTHBOUN3.) StJUTHE4OtJt Lt EASTBOUND WESTBOUND LANE NOV WIDTH MOV WIDTH NOV WIDTH R.. 12.t",0 x_zr .. 12'. 12 LEFT THRU RIGHT LEFT 44 665 455 0 NORTHB OUNr' S OUTHDOUNT EASTSDUND LEFT TURN CHECK INrrP'UT VOLUME 85 119 5 4.95 ADJUSTED VOL 44 1267 48 CAPAC I'rY 0 0 15' MOVEMENT N/A N/A N/A WESTBOUND 135 470 OK ,mac C 0-(t € C F lz< P14 F 1_ Ea M s41 _ -T - I L'J F N I "r (INCLUDES BOLSA CHI CA) DATE: 9/T /C'7 LEVEL OF SERVICE E= SATURATION % CRITICAL N/S VOL -7"546:1- CRITICAL E/ICJ VOL E3CRITICAL SUM -146:z, LANE GEOMETRY Ll^.ET THRU RIGHT NOR THB01..1r'D SOUTHBOUND EASTBOUND WESTBOUND LANE MOV WIDTH MOV WIDTH NOV WIDTH NOV WIDTH 1 R. ,12.o R.1'2. 0 RT.15.O 1 y. 0 2 ;..12. E:t T.12.T 12.0 T.1 T..1w y r L. w 12. 0 L..I2. 0 LA 12. cl r TRAFFIC ',4'OLUMES NORTHBOUND SOUTHBOUND NORTHBOUND OUTHBQUI'.I EASTBOUND WESTBOUND PHASING PEDESTRIAN ACT CYCLE LENGTH -- 99 ( PEDE /HR ) CRITICAL LANE VOLUMES THRU -RIGHT LEFT Mr1 +'t`t-#Rr1l It'dfl IN, OJT VOLUME S ADJUS TED VOL 44 CAPACITY 0 MOVEMENT N/A NORTHBOUND 91 44 STBOUND 4) DIREC TION SEPARATION HEAVIEST TURN PROTECTED SOUTHBOUND 269 6,65 Y MOVEMENT WES 1 ;OUWD 1y 5 665 HOUR FACTOR t EASTVOUND WIEST80UND 643 625. 254 0 LEFT TURN CHECK 245 95 ea 7 1 R 4„r E: rh ('4 F Li,J .,§.AL BtlSE r, ($ / :5 5 SOUTHBOUND EASTBOUND 1195 485 1267 495 :x;15 N/A N/A ich RBD1 B ] z 11" C>I--; 6"C-9D C,- I r I 62, L_ fi` C3 V ME=-: -F A t@ L, 3 IPsl NORTHBOUNS3 LEVEL Or SERVICE P. GATUF;AT I ON I .1. 7 7M CRITICAL N/S VOL e'2'" CRITICAL E/W VOL 1 1 C-) CRITICAL SUM I I-A E: GEOMETRY SOUTHBOUND EASTBOUND 5 WESTBOUND TRAFFIC VOLUMES PHASING N/S E/W PEDESTR IAN ACTIVITY CYCLE .:ENGTH 8 5 1 175 4S` 15 5 -24t; 118 00 95 875 40 WESTBOUND TRUCV.',"S ('w3 LOCAL BUSES `#/HR) PEAK HOUR FACT .THRU -RIGHT B+C31B i!nk C:g-1 I oc / L JEA lam: '. F. L C3P11e3 `r1 1:3'1 O 4CLUDES BOLSA C WCA) DATE: 9/9/87 NORTHBOUND ;SnLuT v4i,0UND EA;":;TPOUND WESTBOUND LAAi,IE MDV WIDTH M:V 14ID1`H MOV WIDTFt MOV W 1DTH .....Rw R..1'_RT.1 12.0 2 T.R. .12 !:a T ..12. 0 T.:121.x:1 Zr L..1 , 0 T..12, c)T. .12,0 12. 0 4 12. ca L.12„ 0 T.1201 Lr... q1.2.0 . ... . . .L.,12.0 NORTHBOUND SO,',i HBOUND EASTBOUNJ LEFT THRU RIGHT LEFT NORTHBOUND 174 44 NORTHBOUND INPUT VOLUME 5 ADJUSTED VOL .44 CIAPAC I TY C) MOVEMENT N/A OIr;ECTION SEPAR4kTION :2. HEAVIEST TURN PROTECTED 1 . 0 -99 ( PEDS/HR) it SO SECONDS CRITICAL t_.'`.NE VOLUMES BY MOVEMENT SOUTHBOUND EASTSOUND WESTBOUND 269 6V . 639 485 624 0 LEFT TURN CHECK SOUTHBOUND EASTBOUND WESTBOUND 1 175'48 ;1515 1245 495 0 15 470 N/A N/A OK F='i=i f- 5 CD N B E'er. I tF:: FZ C3 F F F I `IF I C: I_ NI r_3 I_ NI E Ni rn P 1:114 oc L_ V B 13 t;tCJ I .. rG I s 1 fly I =~: L_ B -rNI iA I_" r .. 2 L J/ N T-r (INCLUDES BOLSA CHICA) DATE: 9/9/97 LEVEL OF SERVICE . SATURA T I ON % CRITICAL N/S VOL 7 .4-ZV CRITICAL E:/W VOL 77CRITICAL SUM #'•? 3f•3F7.'-•#E••kk •#•x•••1#•9E:-3f•••a4•ri4•icy-.•y•.,.}f•34-•if•?{•3F•#•F4•c•i{-3E LANE GEOMETRY NORTHBOUND SOUTHBOUND THRU -RIGHT 91 269 LEFT 44 65`r• It,liF'UT VOLUME ADJUSTED VOL CAPACITY MOVEMENT NORTHDOUND Uu,JTHSOUND LONE MDiV WIDTH NOV WI irH 5 6 T.- T.. 1"2. R. 7_:'.to R. 12 0 T. 12. 0 L. 12.0 NORTHBOUND LEFT U::; THRV 1575 RIGHT 95 T RAF" G VOLUMES SOUTHBOUND EASTBOUND WESTBOUND MOV WIDTH MOV WIDTH FFT . T. 12. td T. 12.0 L. 12`.0 L. 12.0 T.. 12.0 T. 12.0.,T. I:.f:.0 L. 12.0 p. r q S r M. h ASTBOUND 4851 (300 4$) TRUCE'S (Y,) LOCAL FUSES (4/HR) "EAI4 '-RTHBDI l%) `)1N1O1 SOUTHBOUND S EASTBOUND WESTBOUND PHASING N/S -3 . DIRECTION SEPARATION E/W :2, HEAVIEST TURN PROT 'CTEO PEDESTRIAN ACTIVITY 0 99 (#PEDSi'HP) CYCLE LENGTH 80 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT EASTBOUND 485 485 1's N/A WESTBOUND 1610 650 I I F•44 E;: C3J,.._'-- ; I:R I E 8=:E FZ1- .3F F=- 4= F I -` x A L.t ci'.J 1-1 E r I- jp l'w.B L 'fir' 8 18 XEC 0 L- :: " x c: a " 1• ink F .. Pk FA:m lE= FZ N M D F-- rR E r -r DATE: 9/9/57 LEVEL OF SERVICE SATURATION SOUTHBOUND EASTBOUND MDV WIDTH NOV WIDTH CRITICAL fN/, VOL. = 2 CRITICAL E/W VOL & =w• CRITICAL SUM "s ss LANE GEOMETRY NORTHBOUND LANE MCV WIDTH RT. 15. 0 T 12". 0 L.. 12. 0 •.T. TRAP FIG VOLUMES NORTHBOUND LEFT A THRU 7 '5 RIGHT 74 TRL1CF;S C,„"! SOUTHBOUND _;as'•w R TL 1,5.0 3TBOUND 62 LOCAL DUSES (#/H R) WESTBOUND NOV WIDTH RTL 13.0 k i r • R p w w TBOUND 19 4 :36, EAR . HOUR FACTOR NORTHBOUND 8OUTHBOUND EASTBOUND WESTHOUND S .9C .95 . 95 .95 PHASING N / S :1.N- I ;"H:R TURN PROTECTED E/W :1 NEITHER TURN PROTECTED PEDESTRIAN ACTIVITY 1.0 -99 t#PE:DS/HR) CYCLE LENGTH 80 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND THRU -NIGHT 41b 533 LEFT 0 NORTHBOUND INPUT VOLUME >4, ADJUSTED VOL tr. CAPACITY 0 MOVEMENT OK EASTBOUND 63 0 LEFT TURN CHECK SOUTHBOUND EASTBOUND 56 Of WESTBOUND 50 DATE: 9/9/87 LEVEL OF SERVICE SATUFAT I ON =V. CRSTICAL N/S VOL !25'7-3 CRIJ ICAL E`/W VOL > CRITIC"AL. SLIM 1 •9E• ^ • • ; •#• 9F iE €' •PF • •i4• F 34• `• • • • dE• (^ F 3F LLANE GEOMETRY NOR T1 U (fl JNF 011`t'1°#LtC JL' try` :ASTD' 13 N)) MU')WIDT11 M{JV W!D'iH Mf)V WIDTH WESTBOUND M)V WIDTH FAT,15, t:'R1'.1F;.z7i HTL A ,!r.RTL 15.0 1 T.R P'..i ..,y.d w.R •P yp 4>>L..12 .0 4 * Y k k k R s_w ..,. ',r 6 A. w v w w R h Y u . N .5 . Y Y M h k . Y R 5 R ry R Y d h R r .. ; NORTF48OUN ,D NORTHBOUND $0U1 HECUN-D EAST%OUND WSTSOUND PHAaINC ` &N ,STR I AN ACT CYCL LENGTH T1" UCKS Wera y f RAFF XC VOLUMES SOUTHBOUND EASTBOUND WESTBOUND 19 1462 4 122a:,76 LOCAL BU FFAH°. HOUR FACTOR .1-75 .93 ",95 *95 N/S z 1 . NEITHER TURN PROTECTED E/W :l. NEITHER TURN PROT.:CTE V I TY ; 1, 0 - 99 1, ,PFDS/HRH 80 SECONDS NORTHS°UND TH1RiU -RISHT 456 E 1- T 0L, zN.HU VOLUME tam L1'STED VOL CAPACITY MOVEMENT NORTHHOUNC) t;t lT O1 TICAL LANE VOLUMES BY MOVEMENT SOUTHBOUND EASTBOUND WEST OUND 5 7B 63 50 t1 ;y 7 LEFT TURN CHECK SOU`1 HE OUND 56 o 122 CAF., ASTSDUND WESTBOUND 62 19 t,l 0 13 OK Imo' " FR S3 r I IM r-- EE F; H C F' X _rx CAL. r Gov r1E N.r-r L-' i 0.3 L- LEVEL OF SERVICE A SATURATION .Z :7 CRITICAL N/S VOL 6b I CRITICAL E/W VOL e CRITICAL SUM lil:2 631 LANE GEOMETRY L.AN rt% TRAFFIC VOLUMES L.EFC THRU A 13'. IT C H I C t "' F` F: C FEE r li I: P=+: -r I: F rl r- C F` F: C,1 -r (INCLUDES BOLSA CHICA) DATE: 9/9/137 NO ri-IBUUND SOUTHBOUND EASTPOUND MOV WIDTH MDV WIDTH MOV WIDTH RT. L . e .. 1 Y NORTHBOUND T 4.. e e . L SOUTHBOUND Y a RTL 15.0 . R x EASTBOUND 55 60 1420 5 1.20 so NCRTHCUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS PHASING N/S E/W PE1ESTRIAN ACTIVITY CYCLE LENGTH LOCAL. BUSES (4k/HR)PE SS :1. NEITHER TURN P'RQT5CTE 1. NEITHER TURN PROTECTE 0 - 99 (#PEDS/HR) 80 SECONDS CRITICAL LANE VOLUMES BY MOVEF.8NT SOUTHBOUND EASTBOUND 561 65 0 0 NORTHSOUN! THRU -RIGHT 445LFJT 0 NDR1 HSOUN17 1r' T VOLUME iI L7 3USTC:D VOL C, \PA I T } MOY EM NT OK LEFT TURN CH SOUTHBOUND EASTBOUND5560 0 0:a11 15 Ok" OK WEST BOUND MOV WIDTH RTL 15.() . a . a w - Yw . WESTBOUND 1 HOUR AiCTOR e9r .95 .95.9 1=' - C) 1?B F I t % - l G 1-=:C 1-x:1-193 j r- C FR X -r I C C_ 1'1 C i E* F 11` 1 1-F" 44 NI AC L '"(E X B C 1-4 1 U- , F FF: C-- N 1~ ink i- T E F M 1"J Z IF" F (3,j Fz- 0 T (INCLUDES BOL SA CHICA) DATE: 9/9/87 LEVEL OF SERVICE E3ATURAT I ON a ; CRITICAL N/S VOL 4SC) CRITICAL E/W VOL 6 :r CRITICAL SUM r -` LANE GEOMETRY N0RTHI3f.-)U -ID 901_iTI-AB' tUND EASTBOUND LANE MtrV WIDTH ly'O'VJ WIDTH MDV WIDTH 2 L .. 1:'caa 5 6 I hAFF= I C VOLUMES THRU RIGHT NORTHBOUND NORTHr3OUND SOUTHEOUNI) EASTBOUND WESTBOUND RT. I.5. 0 FAT L. 15 w . 12.kl . . u T.. 12. C, SOUCHBOUND EASTBOUND tj-5 66 1,45 1200 S 50 TRUCI,'.S (Y)LOCAL BUSES (#/HR) PE 3 PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH :1. NEITHER TURN PROTECTED :1. NEITHER TURN PROTECTED 1 x 0 99 (*PEDS/HR Sc.SECONDS CRTTXCAL LANE VOLUMES. BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND 485 LEFT TURN CHECK I lei{;' J VOLUME ADJUSTED VOL CAPACITY MOVEMENT NORTHBOLJI`ND WESTBOUND . MDV WIDTH RTL 15. 0 WESTBOUND 5 715 HOUR FACTOR .95 fir.}, t 4 95 .95 F'r F BD E3 E3 F-: I li''+6C:: F:;. QF F E lL'Bc C -• I /F' AFes,c EZ L_ C3 PQ C; `rF=Ft !tom PQ C)F"F:LtaC-r DATE: 9/9/87 LEVEL OF SERVICE SATURATION -9- CRITICAL N/S VOL I CRITICAL E/W VOL 6>cP' CRITICAL SUM -7::a`cp ^Xr k****3i yY 9i'•74•**4E :. F****•a's#•Yc36•u•***** E -1Fd6-i'.*** LA19E GEOMETRY N0RTHBDI..1N0 S0Tj"rlIiDOUN EASTBOUND LANE MOV WIDTH NOV WIDTH NOV WIDTH 12 31 4 5 LEFT THRU RICH' RT. 1 .a T', NORTHBOUND -4 C-I 987 40 TR'UCF-:S NORTHBOUND 5 SOUTHBOUND EASTBOUND 5 WESTBOUND S PHASING N/S 1, E/W c1 , PEDESTRIAN ACTIVITY % RTL 15.0 TRAFF- T C' VOLUMES SOUTHBOUND EASTBOUND 1738 145 WESTLIOUND MOV WIDTH RTL 15. 0 WESTBOUND 2 :: 5 4• FACTORLOCAL FUSES (#/HR) PEAK HOt NEITHER TURN NEITHER TURN 1. O CYC_E LENGTH Sca SECONDS CR I T I ,AL LANE VOLU NORTHBOUND SOUTHBOUND THRU -RIGHT 513 651 LEFT C)a PROTECTED PROTECTED 99 (#PEDS/HR) ES BY MOVEMENT ECK INPUT VOLUME A,)txUSTED VOL CAPACITY MOVEMENT NOORTH}3OUNn 40 OK 0 ASTBOUND 74 14 OK 3TBOUND U OK c F : I ; 1 C M DD ; ' EE r'°'i t _" Ink 1'1.8 in-A I ` r' - 11z C= _.c-3 `k " :1 / F` c LDr4C3 _r FL- AF:'Fz'l I C A _r DATE„ 9/P/87 LEVEL OF SERVICE LN SATURATION : ez CRITICAL N/S VOL tD CRITICAL E/W VOL E4- CRITICAL SUM Z-41- ;; • =• it:•• •• c • i'r=rc # • •.Yr• # aP #r # df• •Yr-a'i' •3's•''•.' • i •ie E-^., ri.7vx,a{. , LANE GEMIETRY I` ORTk B 1 AND SOU.f HBOUND EA`SI BOUN1) WESTBOUND LANE NOV WIDTH MOV WIDTH MOV WIDTH NOV WIDTH 1 PT'.:L5.o RT,In.0 t.a RTL 15. C.) n L..12.tea T. L.12.0 . r Y . 6 TRAE;- I.C VOLUMES RTL. 15.0 . % t NORTHBOUND SOUTHEOUND EASTECJUN1) WESTBOUND LEFT THRU RIGHT NOR-t F4BOUND SOUTHBOUND EASTBOUND WESTB0UNi) 'HAS I NG 40 106 5 1112 18-19 145 TRUCKS ( t 7 LOCAL BUSES (#/HR ) 5 N/S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH 5 PEA} HOUR I 1 i. NEITHER TURN PROTECTED 1. NEITHER TURN PROTECTED 1. 5 -- 99 (#P DS/HR) 80 SECONDS CR I T s CA... LANE VOLUMES BY MOVEMENT 3 S 74 ACTOR NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 5 5 2 690 71 84 Ca .a D 0LEFT LEFT TURN CHECK NORiHE OUND I Nf*U t VOLUME 40 ADJUSTED VOL > CAPACITY MOVE.MEa OK EASTBOUND 74 0 Ca OK 74 4 61 WESTBOUND ZS E-3DL ^ i E I ,''IF' r FCC L_a C3 3E= F: 1 P I -r DATE: 9/9/87 LEVEL OF SERVICE SATURATION -1-:7. :r',. CRITICAL N/S VOL a,B3 CRITICAL E/W VOL a2! CRITICAL SUM -" 63,"? • t-## # # •3f••#•E k `• t• •#3(• af•'k #--- ,`-d4•Y.'-Yr -•#-Z • #•T--iF iEi ?"r LANE GEOMETRY LANE NORTHBOUND MOV WIDTH SOUTHBOUND NOV WIDTH RT 15, i)RT. 1.5. 0 T.T 12.i L.. 1 ,.0 T. 4 12.cj 5 LEFT THRU RIGHT EASTBOUND TRAFFIC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND 40 1 0r8 74 1o5.,8 1840 4 40 145 61 TRUCKS Y! i LOCAL BUSES (#/HR) NORTHBOUND S SOUTHBOUND EASTBOUN D 71 WESTBOUND 5 `,, PEDESTRIAN ACTIVITY ; I. 0 -99 W EDS/HR), CYCLE LENGTH So SECONDS PHASING N/S : 1. NEITHER TURN: PROTECTED E/W -.1. NEITHER TURN PROTECTED CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND THRU -RIG-4 i 549 687 71 e f 0 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND INPUT VOLUME 4(7) 1(18 -414 ADJUSTED VOL CAPACITY 0 118 MOVEMENT Oh: OH:; OK "EA$< HOUR FACTOR 1 1 1 F-'tc%FZ 0 r E3 r I M Q F 1=,"1---14 F 3'= 4 R I -1- x 4:.: a L m D ;.,r" M EE 1 4 A 1'4 v L ''''._ -I B ! i _ «! 4^ ! - Fw t 4 ," i!^ L. 4) NJ (3 -r P t s 1* "T .w DATE: 9/9/57 LANE NORTHI3[1U1'NI1 NOV WIDTH 1 RT.15.c_3 T.12. c:} 4 Y • y 5 6 TRAP L• I C VOLUMES NORTHBOUND LEFT 40 THRU 1041 RIGHT 40 LEVEL OF SERVICE SATURATION d'-9 °•: CRITICAL N/S VOL if 7 8 CRTTIGAL E/W VOL CRITICAL SUM ' LANE GEOMETRY SOUIH 1.30UND EA T Vk0LIND WESTBOUND NOV WIDTH M 3V WIDTH MOV WIDTH 15, C.) RTF.Iti 61 T. -1 1'2.0 .. :#i. L. _ 12 . 0 . Y . - .k OUTHDQUND EASTBOUND TRUCK S (X) 3..LOCCAL BUSES - f /HR NORTHBOUND 5 SOUTHBOUND 15 EAST OUND 5 WESTBOUND Ri PHASING N/S d1. NEITHER TURN PROTECTED E/W :1w NEITHER TURN PROTECTED PEDESTRIAN ACTIVITY 1. 0 9O (PEDS/HR) CYCLE LENGTH 90 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NQRTHDCUN0 540 0 SOUTH OUND 679 f_) LEFT TURN CHECK NORTHBOUNDi' PUT VOLUME 40 ADJUSTE VOL o CAPAG T Tyr 0 MO'VEMEITI' OK RTL 15.0 way . . a WESTBOUND "4 HOUR FACTOR I EASTBOUND WESTBOUND, 70 75 (,) 0 SOUTHBOUND EASTBOUND 9F 74 OIi. OK P" *fN E- ED 1,-A E3 :EsEms: I N1 E- -= EE F " DD F F E3 iCD E:s , LEVEL OF SERVICE int SATURATION E3 CRITICAL N/S VOL -7E3 ' CRITICAL. E/W VOL 8 - CRI rICAL SUM fnl qb LANE I 4 5 TBOUND WESTBOUND ` 1 I E1 n Z PEE F Q EE L. D G -r 1= F-1: r-1 Psi C3 (INCLUDES BOLSA CHICA) DATE: 9/9/87 NORTF1BOIND NOV WIDTH RT k 15 . t=) T.. L.. IC .0 LANE GEOMETRY Sclul"HDDOUND EASTBOUND MOV WIDTH NOV WIDTH ;r 15,0 RTL 1,x.0 # # 4 T..12.0 L..12.0 WESTBOUND MDV WIDTH RTL 15.0 q e # TRAFFIC VOLUMES NORTH80UND SOUTHBOUND LEFT 40 65THRU116 .)2 01 t.) RIGHT 40 260 TRL47e`5 (%) lrlr`4L BUSES (#/HR> C 1) 60 23 5 45 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 5 5 PHASING N/S E/W -.11. .I. NEITHER TURN PROTECTED NEITHER TURN PROTECTED PEDESTRIAN ACTIVITY e 1#0 - 99 (#PEI)S/1R) CYCLE LENGTH 8O SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT INPUT VOLUME ADJUSTED VOL CAf `ACITV MOVEMENT 6 NORTHBOUND 599C-) S UTHBOUND 782 0 NORTHBOUND 4140 fr SOUTHBOUND 65 W11", EASTBOUND W 150 15 y 7c PEAK HOU) FACTOR r- F : E- c 1'x.1 E 1 I w x:1--1 J 1`= tom" C F;ti:'I c 4h L. 4„1 D',r C r-l "`r 1"-J i_"V E; 1 S3 L_ C3 1\1 cg r F;. m 1=Y V I_ JC c., A 1' -r (INCLUDES BOLSA CHICA) DATE: 9/9/87 LANE GEOMETRY NORTHBOUND SOU°ll•iE.'OUND EA'STBOIJND NOV WIDTH NOV WIDTH MOV WIDTH T. 112 'O T, 12. 0 4 y"L. 12, L) Te 17.0 R T. f. 0 R*T 15. RTL 1.5.O LEVEL OF SERVICE SATURATI ON "} CRITICAL N/S VOL:'} ray C;I`rICAL E/W VOL B CRITICAL SUI'I c?rD 5 **** 4 i4'*4E-3k§[-****3 4****#iF3F3•**-3F-'r###*4(- *** Y y A '0 w e Y• M Y 4 e YY F p x# v. L N W M 5 Y, WESTSSGLIND MOV WIDTH TR ;FF I C VOLUMES LEFT THRU RIGHT 1 RU F:;S {%? LOCAL k,:L'YES (#/HR) PEAK HOUR FACTOR SOUTHBOUND EASTBOUND 40J I 1 (.1,) 1 54_ 1 C 2120 40 260 60 NORTHBOUND L: SOUTHBOUND EASTBOUND 5 WESTBOUND 5 PHASING N/S 1 Y NEITHER TURN PROTECTED Er W :1. NEITHER TURN PROTECTED PEDESTRIAN ACTIVITY e 1. 0 - 99 (#PEDS/HR) CYCLE LENGTH 80 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT P FORTHBOUND THRU -RIGHT 6:39 LEFT 0 INPUT VOLUME ADJUSTED VOL CAPACITY M DVEMENT' NORTHBOUND NORTHBOUND 40 o SOUTHBOUND 820 0 LEFT TURN CHECK SOUTHBOUND EASTBOUND 0 1 134 OK NO 1 WESTBOUND 85 i i "f- T C; L.. 1; " CD 'V IE I'll E T dc P J r-k L_ ')K B I B NORTHROUNI) SOUTFIC.'.i)UNU EASTBOUND WESTBOUND LANE MOV WIDTH MDV WIDTH MOV WIDTH NOV WIDTH LEVEL 01= SERV ICE F- SATURAT I O."! CRITICAL N(S VOL 8 I CRITICAL E/W VOL 8 CRITICAL SLIM '' a 1 *-9******•**** *******•r****• •************ LANE GEOMETRY 4 E- C, I'll L_ ci NNI c m F=zF" 1 Oct L_ `F" (INCLUDES BOLSA C HICA) DATE: 9/9/67 RT. 15 . O T. 0 L.. 1 .0 1 21.xir. L. 12'. 0 l- L 15.0 RTL 15.0 6 p, L TR FF i m S NORTHBOUND A ' I C VoLu u SOU THBOUND EASTBOUND LEFT THRU RIGHT 12---5 40 211 r:r U 60 60 TRUGii::S (:r LOCAL ?USES (#/HR) NORTHBOUND SOUTHBOUND 5 EASTBOUND WEST?3UND 5 PHASING N/S :1.NEITHER TURN PROTECTED E/W :1.NEITHER TURN PROTECTED CYCLE LENGTH PEDESTRIAN ACTIVITY . 1. 80 SECONDS ,. K t , p li' WESTS OUNO $ 75 PE.A},HnUR FACTOR 0 -- 99 (#PEDS/HR) CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTSOUNS WEST OUN THRU -RIGHT 64 816 84 S LEFT 0 0 0 0 LEFT TURN CHECK NORTHRC)LJND Bats" HE'O1,INO EASTBOUND WESTBOUND INPUT VOLUME Aln10 3 150 2 5 ADJUSTED VOL tr 0 15 . CAPACITY 18 2 MOVEMENT C71 , OK NO OK F A FF:,B C3 fq 8 3 f`»: I Ni U=-. r-< V-1 CF A G T C 14 . F E F Wi t- L. D E -v F.: t -"t (' NC LUDES BC !'-SA ICA) BATE. 9/t7,/ P-7 rr3 #•f•r<#i#•#••D6##3F**4t #i¢####• #####a(•####3Q•* LEVEL. OF SERVICE A 25 cYSATURATION CRITICAL . N/S VOL 8C-0f=-3 CRITICAL E/W VOL E34- CRITICAL SUM E3 '`2 •H#######•i4•###•#31r ##•#•df•3E#'riF•!f'##r'.ktif'##-rY•#3(•3s•k# LANE GEOMETRY NORTHt (JUNP SUUTHROUND LANE MDV WIDTH MDV W`tDTH 1 RT.RT.15.t_a 2 1'.T..12.ct L.T.12.::; 4 Y Y LY Imo.;. r p 9 . TRAFFIC VOLUMES LEFT THRU RIGHT NORTHBOUND ff, SOUTHBOUND SS EASTBOUND S WESTBOUND 5 EAST SOUND MOV WIDTH RiL 15.0 .. ..Y. .. a »... r . .. > NORTHBOUND SOUTHIC11ND EASTBOUND 4'4 0 1213 40 95 ISO 20f 260 60 L- ict L -r - WESTEOUND MOV WIDTH RTL 10.0 I . . 65 TRUCE, s (%) LOCAL BUSES ( / HR) PEAK HOUR FqCTOR PHASING N/S :1. NEITHER TU E/W :1. NEITHER TU PEDESTRIAN ACTIVITY I. CYCLE LENGTH 8O SECONDS N P ROTECTED N PROTECTED 0 -+ 99 ($PEDS/HP) CRITICAL LANE VOLUMES NORTHBOUND SOUTHBOUND THRU -RIGHT 626 808 LEFT C) 0 INPUT VOLUME ADJUSTED VOL CAPAC ITV MOVEM, NORTHBOUND SOUTHBOUND 40 9'5 o 0 1.82 0 l< OK BY MOVEMENT P, ink 4 = : 5 4 3Ec PR X $ F U FF:z ` ! I-r I A...+ i._. EE r1 l-,4 m 44 q-4 1.1- t3 1 1Ec D,.D 1- 0 1` 4 I cI 1 P 4C3 F F DD 3 14 -T- DATE: 9/9/57 *#**y# **F ****************#* 3 ** •**. LEVEL OF SERVICE cc_ f A` 1JRr °C [ON -' CRITICAL N/S VOL 1 :0T CRITICAL E/W VOL 6>O1 CF,ITIC(-L SUM .'.2 LANE GEOME TRY NORTHBOUND SL ii j mucjum L(A 9 1.;OUN0 WESTBOUND LANE MDV WIDFTH PION, WIDTH MDU WIDTH NIDV WIDTH R°1. T. T... L.. Nor. 1'HBOUND LEFT 441." THRU 71%.) RIGHT 106 NORTHBOUND SOUTHEUUI1D EASTBOUND WESTBOUND TRUCES 1%) RT.15.0 RT.15.0 P5.12. 0 T..12.0 T..1°:.0 T..12. 0 T..12.0 L. -12.0 Lp 12.0 1_...12.0 . r + w . M.. w a .n . .q a .M. 4 . . IRAFFIC VOLUMES SULiTHk'OUND EAST DO ND WESTBOUND 14 0 334 1 45 LOCAL BUSES ( /HRI PEAKS: HOUR FACTOR .95 .9 5 .95 .95 PHASING N/S :2. HEAVIEST TURN PROTECTED E/W :2. HEAVIEST TURN PROTECTED PEDESTRIAN ACTIVITY : 1. 0 -- 99 (#PEIxS/HR) CYCLE LENGTH 80 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND THRU -RIGHT 298 LEFT 5 SOUTHBOUND 65 246 LEFT TURN CHECK ASTBOUNJ 220 220 NORTHBOUND SOUTHBOUND EASTBCJI.JND INPUT VOLUME 14• 2;",7 2 ADJUSTED VOL SJ.,24 6 220 CAPACITY c c;E 0 MOV MENr NO N/A N/A UND F" d=r F S 3 4D N E3 FF: X ! -< "ACC MOV WIDTH MOV WIDTH DATE; 9/9/FJ7 RT. 15. R l TRR 1r.T T. T. 1CR a L.. {a .•RL. 111 1 LANE GEOMETRY NORTHEOCJ11'1D SOUTHBOUND EAST BOUND OU7 HEIOUNlt} RT T . L.. R S 4R'l'[IC VOLUMES NORTHBOUND LEFT 162 57 THRU 767 R I GHT 106 456 e . : 1 !E3 ok t l i I r - a ' F--I EE )E L. Pk F: 'T- (E F I W ' ' " D a I Z : rn LEVEL OF SERVICE SATURATION -'' CRITICAL CRITICAL N/S E/W VOL. VOL 63, O_D I CRITICAL-SUM ..Z :=.; 1 LANE MOV WI 1) IH 1 • o 12 R 0 ASTBOU; TRUCKS (%) LOCAL BUSES C # N 1F ) NORTHBOUND S SOUTHBOUND EASTBOUND WESTBOUND 5 PHASING N/S :2. HE'VIEST TURN PROTECTED E/W -.2. HEAVIEST TURN PROTECTED PEDESTRIAN ACTIVITY 1. 0 -- 99 (#PEDS/HR) CYCLE LENGTH 80 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND THRU -RIGHT 318 LEFT 179 NCFRTHEEOUN D SOUTHBOUND EASTBOUND INPUT VOLUME 16 `fDJUSTED VOL_ 1712 CAPACITY MOVEMENT NO 638 ::.w7 246 *,-2 2 LEFT TURN CHECK SOUTHBOUND E•,2 ; BOUND 25 7 27,5 246 Z -2c) 5x11 N/A N/A WESTBOUND NOV WIDTH R. . 12.0 T. 11.. M R •' R # M WESTBOUND 140734 145 .95 .95 .9 At. HOUR FACTOR WEST00ND COI 1.1 WESTBOUND 1J. 3/64Of., P , C 3 ',j E3 JE-t F I I \J 11 F, -d D' 9 ' F=+". T -F I C P S Y. W EK PI E P-4 -F A IN4 ink I B T Cc D L 3 " . H T F F- E T 1.._, E,-i WE: A `If FEE FtZ M D P D J 1: c-r FZ (INCLUDES BOLSA C HICA) DATE 9/9/87 -#a-x•-•yak-•-•?•k ••x•t•a -x--• LEVEL OF SERVICE C SATURATION `i'ce :rte, CRITICAL N/S VOL CRITICAL E/W VOL_O}: CRITICAL SUM I_n r LANE GEOMETRY LANE 5 y NORTHBOUND C-OL1THBIUUND EASTBOUND WEC IBOUND MDV WIDTH MO V WIDTH MOV WIDTH MOV WIDtH FT . 1 . o 1'.. 1:?.; T. 10 TRAFFIC VOLUMES NORTHBOUND LEE T THRU 3.45 763 RIGHT 105 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND F'7, 1ti 0 L. ] Y . SOUTHBOUND EASTDOUND 013 7 45S LOCAL BUSES (#/HRH 'T. 12. L. 12.0 0 , a WESTBOUND PEAK;: HOUR FACTOR .95 9 15 .,?s 95 PHASING N/---l :2. HEAVIEST TURN PROTECTED E/W :2. HEAVIEST TURN PROTECTED PEDESTRIAN ACTIVITY 1. 0 - 99 (#PEDS/Hart) CYCLE LENGTH SO SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EA STBBOUND •HRU -RIGHT 317 65 4 220 LEF T 66 24Z, NORTHBOUND INPUT VOLUME 145 ADJUSTED VOL 66 CAPACITY 0 MOVEMENT NO LEFT TURN CHECK, SOUTHBOUND 2 25 4 G" N/A WESTE0UUND Z-182 EASTB OUND WESTSOL,IND 233 140 220 11 N/A OK I LA F' ic 1 0 M G F < y 11\1 01-:.11- ° 1---ll 4D FI = - C F I TM+ I C L. 1'`'1D4,,1'''I E I `e A I'll A L_''v" I S L-!S 412!k 1- I Ci F I L. N E: r-i F-""T Fz1'l &-J/I--'FC3 0 C -T- (INCLUDE S BOLSA CH CA) DATE: 9/9/87 LANE GEOMETRY LANE 4 NORTf• HOUND s"ou-mooum) EASTBOUND MOV W I D•`1TH NOV WIDTH MOV WIDTH RT. IS.fr T. , 1.2.0 T.. 12.0 L.. 12.x? i'i•R I FF° I C VOLU(' LEE`1" THRU RI3HT NORTHDOUND 82 0 105 LEVEL OF SERVICE C SATURATION i''%' CRITICAL N/S VOL CRITICAL E/W VOL c) „r CRITICAL SUM 1 12 8 c;l •# *.-***•#Fr#^i *}F- 3t••3E'**•9F ••#**,,*** •3t'•k(-****• .** 1 . SOUi HSOUND I460 455 140 145 TRUCKS t "r) LOCAL 1"'U,f',-3E a (#/ HR) PEAK HOUR FACTOR NORTHBOUND SOUTHBOUND EASTBOUND WEST''OUND PHASING N / S E/W PEDESTRIAN ACTIVITY CYCLE LENGTH INPUT VOLUME ADJUSTED VOL CAPACITY MOVEMENT 5 wr 12'.0 12.0 WESTBOUND NOV WIDTH EASTBOUND WEBrBOUND K9 .95 .9s .95 -2.HEAVIEST TURN PROTECTED :2. HEAVIEST TURN PROTECTED 1 . 0 - 99 (*PEI S /HR ) 80 SECONDS CRITICAL LANE VOLUMES SY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 337 687 238 392 198 '43 220 It EASTBOUND WESTBOUND 235 140 11220 N/A OK 1=a k=ZBC3 NI E; EF; X I'qc I-< E_= 1•:~:I-IDI F: C I=Z I T I Q icl Lr.. I'•"I C-) v I~ m I- IN. I 7.Po 1'4 f L_ ' y B 1 S 1E D L...i."-V I ..,I " I ,L L I-. Cj P4 0. 7.:_ F I'1 Y V4 C• F'F 0 E C. -ir DATE: 9/9/x7 LEVEL OF SERVICE SATURATION 1 I )t;J 1- CRITICAL N/S VOL I I w1, 1 CRITICAL E/W VOL eb. 0 CRITICAL SUN i : . -7 E3 en. 3f•#3k#-k3 Ys'*** ****#-Yc°#'**aFI **** '-1 Yr-e#.*-Yr•i **,. LANE GEOMETRY LANE NORT? IRC'UND NOV WIDTH SOUTHBOUND MOV WIDTH EA;:TBOUf?', MOV WIDTH I RT.15;. tf RT.; ,. ()RT.15.(-.) 2 T..1'2.0 1..12..O T . .12". 0 T..12.0 T..1^.o L.12.("; 4 L..1:. Cl L . .12.0 • vl • a 5 a . N . . . . ». 3 a i M a . . WESTBOUND MGV WIDTH R.... 12. C T.. 12.O L. a 12;0 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND EAS 1 FOUND WESTBOUND LEFT 192 305 1 68 THRU 911 1639 4 4 397 RIGHT 126 542 109 172 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUCKS (/) LOCAL. BUSES C ##/HRH) PEA}; HOUR FACTOR rFf 5 PHASING N/S 2. HEAVIEST TURN E/W ;. HEAVIEST TURN PEDESTRIAN ACTIVI TY 1. 0 CYCLE LENGTH 8 0 SECONDS PROTECTED PROTECTED - 99 (#F'EDS/HR) CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND 5AST80UND WESTBOUND THRU -RIGHT .59 742 267 42B LEFT 359 286 257 65 LEFT TURN CHECK NORTHBOUND SOUTr-IROUND EASTBOUND INPUT VOLUME' 1 305 279 ADJUSTED VOL 359 oaf w57 CAPACITY 0 742 MOVEMENT NO N/A N/A .. $'« 4 D # '-'i EE P,4 '-r a b ,t = fL _' iL;NORTHB( LLANE MDV WID1l-l DATEe 9/9/87 LEV0.OF SERVICE ATUIRAT I oN CRITICAL NJS VOL ' `$=x CRITIsCAL E/W VOL L ANE GEOMETr + R`C L.. N G IRAI' NORTHBOUND Z97 172 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND FHAS I N_,, PEDESTRIAN A CYCLE LENGTH C Ti. R CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT LEFT THRU RIGHT NP'UT VOLUME ADILJSTED VOL CAPACI TY MOVEMENT NORTHBDUNx) SOUT H "IUND EASTBOUND WESTBOUND 212 TH LUND Ck'-`k`:,-FL50UND WESTBOUND WIDTH ML`P`-,i W i'I DTH MO V WIDTH RT. 15.0 T,.. 12.0 L.Y 12.0 « h h is I 1 I 1 N :4. ho t`i TURNS PROTECTED (WITH OVERLAP) E/W :2. HEAVIEST TURN PROTECTED TIVITV 1. 0 99 (*FED. /HR) 3EC 0 IN D'S' 35 9 742 26 7 283 ; 16 2 286 257 65 iOR HE'OUN LEFT TURN CH csr U c E-HBOUND EASTBOUND WESTBOUND 192 279 166 16 2 257 65 4"49 } 7 w1 N/A N/A cm C VOLUME Si SOUTHBOUND RT. 15,s_p L 4 Y 1 2. 0 EASTBOUND WESTB 4„4 109 BUS- S (Ys /HR) PEA t<' HOU 3 ED I e=-a 0 "I , II---6 E- I L L.. M I' ( "T` E F 6" 1 A F- r-' i I CA 9 11- DATE: 9/9/B7 LEVEL OF SERVICE SAIURAr"ICIN CRITICAL N/S VOL I CRITICAL E/W VOL 6sG; CRITICAL SUM I ' I LANE GEOMETRY NOPTtiDf3 LJl'N D SOUTH' DUNI) EASTCD0LfND WESTBOUND L(-,ANNE MOV WIDT 11 MOV WIDTH NOV W I DTH MOV WIDTH 4 TkAF'F1L" VOLU 1 CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND THRU -RIGHT 91 788 277 r-r 1299 2t57 INPUT VOLUME ADJUSTED VOL CAF`ACII Y MOVEMENT NORTHBOUND 999 1,33. TRUCK--::S (%) 426 171 398 . 190 PEAL HOUR FACT NORTHBOUND 5 SOUTHBOUND EASTBOUND ; i WESTBOUND 15 RI. .1v.',.o T 1«.o T, . 12.O:O 12 . C.F SOUTHBOUND '17 1712 542 :f CAL BUSES C4'/HR i 4 PHASING N/S HEAVIEST TURN PROTECTED E/W :2. HEAVIEST TURN PROTECTED PEDESTRIAN ACTIVITY 1 . C -- 99 (4PEI) CYCLE LENGTH 80 SECONDS NORTHBOUND 41 to NO SOUTHBOUND EASTBOUND 279 299 257 W-118 0 N/A N/A k.-T 15.0 R.. 12.0 T. 12.0 T.. 12.0 w A, k 1 • sa L. 12.0 M + Y 4 a • .. 4 a' . M • • 4 4 4 a 44 $ • 11 EASTBOUND WESTBOUND $1r L_ S3 inb L.ANE DATE: 9/9!87 LEVEL OF SERVICE SATURATION CRITICAL N/S VOL CRITICAL E/W VOL ' S-q-;.:.S CRITICAL SUM I C. " L. C G `r F N[ a ° L. aC t 1 f M I `r LANE GEOMETRY NORTHBOUND MOV WIDTH SQUTHBCUND MOV WIDTH EA STLOUND MOV WIDTH WESTBOUND NOV WIDTH RT.15.0 R..12.0 R T. 1,.ta RT.15.O T. ,.12.O T.122. 0 T.. 12.0 T.12. r) T..12, 0 T.12.0 L.. 12.0 L.12 .0 t . 0 4 . . 4 .1240 . 4 . . • .. RAEF I C VOLUMES NORTHBOUND LE_F 1-2O THRU 9 99 R I BHT 13 3 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND FHAS I Ns S S 5 SOUTHBOUND 31 Y 177 "t] S EASTBOUND WESTBOUND L79 pry aA NI S -.4. BOTH TURNS PROTECT :D (WITH E/W :2. HEAVIEST TURN PROTECTED PEDESTRIAN ACTIVITY 1. 0 -99 (4$PEDE/HR) CYCLE LENGTH : 80 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND THRU -RIGHT ti191 LET 175 UTH8OUND 686 299 NORTHBOUND SOUTHBOUN INPUT VOLUME " Ca3 317 ADJUSTED VOL 176 ^99 CAPACITY c:a 83B MOVEMENT N / Fir N/A EAS " L OUND 277 25 7 EASTBOUND 279 257 64 N/A VB,;NLA` 1 11 398 180 7 5 TRUCKS LOCAL 8U F a = ' t F:Z ' , . 3 D N1 .._.r- I c y F I " F < L- F I `F I C ic-l L.... N 0 E I'l I NJ -T" A I L_ '' B g B 1p C L__ B #nb C H I A Z " I L.L CD I " (=a `I" EE F: N A L._I DATE: 9/9/87 ********** ********** ****** *** LEVEL OF SERVICE =- SA"rURAT I ON 1 1 is CRITICAL N/S VOL 12 1 a CRITICAL E/W VOL E36> CRITICAL SUM :f LANE GEOMETRY NORTHBOUND ";OUTH80UND E:ASTPOUND WESTBOUND LANE NOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH 5 6 F 1'. Q rRAFFI C VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND NORTHBOUND 5 SOUTHBOUND _; R;T4 151 ,. 0 T.. 12.0 T.. 12.0 L. . 1 2. i. 204 3 16 991 1 760 1:33 IJ 4 2 R T. 15.0 T. R . . 1 2f+4 0+ T. 1:. 0 L.w 12.[;. 4 4. Y w . v . . . . . rt W n. v r ... 2 422 6 126 TRUCK-`S. LOCAL BUSES (T/HR) PEAK- HOUR FACTOR EASTBOUND 5 WESTBOUND 5 w PHASING N/S : w. HEAVIEST TURN PROTECTED E /W :2. HEAVIEST TURN PROTECTED PEDESTRIAN ACTIVITY : 11 0 -- 99 (4PEDS/HR) CYCLE LENGTH a 80 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND THRU -RIGHT 389 784 276 LEFT 434 ,2 8 257 LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND INPUT VOLUME' 204 '-:16 279 ADJUS TED VOL 434 2 9 8 257 CAPACI TY 829 c . MOVEMENT NO N/A N/A WESTBO 171 410 OK C F I I C `-a L_ 1 C3' i EE M 'wt'- a p'w•i P L•.'Y:3 I E C) L_ l l--1 :r C I: L L_ C3 Ni(3 -r F M ici L T- 1 W/ NB I _r DATE: 9/9/87 •f-iF#E#•k ***3cYr # ## k3E#3F #•iF'k+e'r• •#'iF** --Y* LEVEL OF SERVICE SATURATION E3 p r:. CRITICAL N/S VOL ER. CRITICAL E/W VOL t5,4,44 CRITICAL SUM 3 1 LANE GEOMETRY NORT'HBCUND SUU }HI:C U! }D EASTBO!JND WESTBOUND LANE MOV WIDTH MUV WIDTH MOV WIDTH MOV WIDTH .1 RT, 1.5. 0 °,1 T a h 12-1. 0 L. 12. 05J 6 .0 i J;. .0 0c._h 12.0 TRAFFIC VOLUMES LEFT THRU RIGHT NORTHBOUND SOUTHBOUND ,04 99 -" 13 TRUCKS t%„) SNORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND PHASING y3 K HOUR FACTOR 1 I N/S :4.BOTH TURNS PROTECTED ('4ITH OVERLAP) E/W 12. HEAVIEST TURN PROTECTED PEDESTRIAN ACTIVITY 1. 0 -- 99 (#P ECS 'HR) CYCLE LENGTH 80 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT C9 6$2 276 2B7 LEFT I M,:'UT VOLUME .ADJUSTED VOL CAPACITY MOVEMENT 17 115 29S 257 75 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 2 104 .'.e16 2/ T 171 17 5 298 257 75 529 64 2 6S N/A rN/A N/A OK =16 760 542 F,T. 15.0 T . 12,01 L. 12.0 RT. 15.0 T.. 12.0 L . . 12,0 EASTBOUND WESTBOUND 2'r 1-7 426 126 LOCAL BUSES ('t/HR) DATE: 9/9/87 LEVEL OF SERVICE SATURATION 1 1 CRITICAL N/S VOL 1c CRITICAL E/W VOL 6>E3, CRITICAL SUM 1 T3 -" LANE GEOMETRY LANE NORTHB(: JND SOUTH13OUN?: MDV WIDTH MDV WIDTH EASTBOUND NOV WI D C'H R'T.15.0 RT.15.0 R.T..01 2 T'.12 u T...12.O T./x.,12.0 T.12. CO T..12.0 L. x_1 M'. 0 4 S L.121.0 L. w . w . 1^. 0 1 M M d a oL TRAFFIC , GLUMES NORTHBOUND SOUTHBOUND LEFT THOU 971 1 a 30 RIGHT 1 *' 1 `a4 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 120 EASTBOUND WESTBOUND 279 17) 42 5 39s 1 A 178 TRUCKS (%) LOCAL BUSES (#/HR) U O N/S ;2. HEAVIEST TURN F-ROTECTED E/W :y. HEAVIEST TURN PROTECTED PEDESTRIAN ACTIVITY 1. 0 * 99 (UPEDS /HR) CYCLE LENGTH BO SECONDS PHASING CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT NORTHBOUND SOUTHBOUND .81 774 415 2 9 5 NORTHBOUND INPUT VOLUME 201 ADJUSTED VOL 4 .5 rAF'ACITY Cs MOVEMENT NO SOUTHBOUND 31 295 SOB N/A WESTBOUND MOV WIDTH R. . 12. 0 T_ 12 .O ESTBOUND 429 c F x •-r x C A L. Ni E Fl E L_. " . DATE: 9/5/87 * fr3(##a43klt#'f ###iEif•##?b 3E f4** 3a###### LEVEL OF SERVICE . SATURATION ,-4 "„ CRITIKCAL N/S VOL CRITICAL_ E/W VOL 5-44 CR,I rICAL SUM I ,.x:85 #• i'i -%• a4• •if • {• #• • •#• # #• • # #v •)f• •x•94• •Yc • i4 •Yri4• •34• iF i4• i6 # •i4.3f• # 4F ••3P •34' 34••3f• 7'i• LANE GEOMETRY NORTHBOUND °t.J "! 4hOUND EASTBOUND LANE MOV WIDTH NOV WIDTH MOV WID`rH 1 RT. 15.O R.. 1:...O 2 T, 1 ';•N .. 0 ` . 1;a,. 3 T. 12.0 T.. 12. 4 L, 1'2, 1 12- .0 `i . .. L . ,, 12. Cl TRAFFIC VOLUMES RT. 15. {:1 T.. L .0 L 12. 0 NORTHBOUND SOUTHBOUND EASTBOUND L EF='.l.2 `+)j THRU 771 RIGHT 13 1 NORTHBOUND S SOUTHBOUND EASTBOUND O WESTBOLND S 1. 279 17:3 :{ 42a 542 122 TRUCES (J) LOCAL, BUSES (#/HR 3 wH WESTBOUND NOV WTDTH . M 15.0 12.0 12.0 171,7 5148 178 UR FACTOR PHASING N/5 :4. 130TH TURNS PROTECTED (WITH OVEf E/ W t2. HEAVIEST TURN PROTECTED PEDESTRIAN ACTIVITY 1. 0 - 99 (#REDS/HR) CYCLE LENGTH So SECONDS CRIT ICAL LANE VOLUMES BY MOVEMENT INPUT VOLUME ADJUSTED VOL C,.APAC-I "Y MOVEMENT NORTHBOUND 38i 1.71 NORTHBOUND 2)1 171 0 Nt/A SOUTHBOUND EASTBOUND 670 '274 295 257 LEFT TURN CHEC< SOUTHBOUND 219 5 809 N/A AF TBOUND 7 i=' FZ M i E I Ni c 1--.o If. c H CD F= F sfA F: I - r I 4- ' ' e i..-_ N1 D i.= M E i J PI n L_ ' ', _.r- I B IDC)I.-terns > / H E I {L_ L D i'ii -r F i'-1 114 C (INCLUJDES B OLSA CH CA) DATE: 9/9/67 :-EVEL. OF SERVICE SATURATION CRITICAL N/S VOL CRITICAL E/W VOL CRITICAL SUM LANE GEOMETRY NOR rHBOUNI)SOL"lHFOLNU LANE tIDY W 10, rK MOV WIDTH RT 15 0 T 5I :1..R .t . 4 T. .1 2 . 0 T.12. t) ',T.12 .0 T.12. (' 4 L..12. 0 L.12.0 5 6 • M I. . rRAF F I C VOLUMES NORTHSOUNI1 PEDESTRIAN ACT CYCLE LENGTH PHASING 1.75 112:5 125 E.i E T}:•OiJr1D NOV T. La. 12.0 SOUTHBOUND Ef4STLIOUNr 5,4LAS .015 42 540 115 WESTBOUND 165 39!5 170 LOCAL BUSES (#/ HR.) PEAK: HOUR f-ACTOR w 1 N/S :2. HEAVIEST TURN PROTECTED E/W r 2» HEAVIEST TURN PROTECTED VITY i. 0 - 99 (#PEDS.'HR) SO SECONDS CRITICAL LANE VCLUMES BY MOVEMENT NORTHBOUND THRU -RIGHT 4 33 NORTHBOUND IN}UT VOLUME 195 ADJUSTED VOL 375 .CAPACITY 0 MOVEMENT NO LEFT THRU RISHT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT 375 SOUTHBOUND EASTBOUND $72 270 2 5 259 LEFT TURN CHECK SOUTHBOUND EASTBOLJND 3 C7 280 256 259 G17 0 N/A N/,A WESTSOJND 165 63 , 415 OK F' I :;B CD !',E JE F I P4 C:,' F(IE i-' C) F-_ C F :Z I ...I._I C L Ni C7)1%el a Ni E 9'4 -F c L 11 E-3 4-N oni-M G_...C 9--I I C ..' 9 -1 I L L. h.l (-r F Ni 1 CD F' F C3 V; NI i 'T (INCLU DES BOLSA CHICA)DATE. 9/9/87 ** t*t*at •*at-at•********** ********- *** LEVEL OF SERVICE Tf SATURATION Ir?€_-,'' CRITICAL N/S VOL CRITICAL E/W VOL 44-t=31 CRITI CAL ;UM I -I- &- # F*dF****74x ^..-bc*t ^at•S'?***#*.p ^34'-'i'94•-Db##E^**** • * NOR'T HBOUND LANE NOV WIDTH I RT 15.0 2 -1 . 1,12. 02 4 L. 12.0 5 . u k 6 _ x k k x. ELAN GEOMETRY tSOUTL4 I'tOU13D MOV WIDTH EASTBOUND NOV WIDTH WESTBOUND MOV WIDTH I . t')R T, T. r. t"„ RT. 15kC) 121.0 T. » 12.t:a T.. 12,0 12 . t>>t_... 12. t:t L.. 12.0 12d t 12.tt ».. .»». TRAFF IC VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND LEFT 1. `95 2. ;0 THRU 1125 20 15 425 RIGHT 123 540 1 I 5 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND S S PHASING N/S 4. BOTh TURNS PROTECTED E/W :2. HEAVIEST TURN PROTECTED I I WITH OVERLAP) PEDESTRIAN ACTIVITY e 1. 0 99 (#PEDS/HR) CYCLE LENC FH . 00 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU. -RIGHT, LEFT INPUT VOLUME t°7DJ IJS'T'E D VOL CAPACITY MOVEMENT NORTHBOUND SOUTH OUND 433 780 165 286 LEFT TURN CHECK NORTHBOUND SOUTHBOUND 195 . 05 165 256 ca 818 1 /A N/A WESTBOUND 165 1.70 TRUCKS C X 1 LOCAL BU SEE W HR) PEAT; HOUR FACTOR EASTBOUND 270 259 EASTBOUND 280 2 5 7 52 N/A OUND X31 6 WESTBOUND 1.6 27(.') OK I `T' I C dci L.. 1-10 V I'll E I r t 8 , L-NeB I IS Jam" (L. I I c-- ir-4 z "E I L- A- a m ei; -rT E r- 6 P b F I-y L i c /''y4 - (INCLUDES BO SA C H ICA) DATE: 9/,'07 LEVEL OF SERV ICE 0- SA TURATION 1 :02 to CRITICAL N/S VOL ,. NVP0 CRITICAL E/W VOL AwliCRITICAL SIJM T? 3" '0 LAIN:.. GEOMETRY NORTHBOUND THRU -RIGHT 465 NORTHBOUND SOUL HBOUND EASTBUJND WESTBOUND LANE MOV WIDTH NOV WIDTH MOV WIDTH NOV WIDTH RT.1;z R;T.15.RT,15. 1 12. o T 12.T..1210 T.12,0 T.12.0 L.12.0 4 L..12.0 L..1' , .'.. . 3 ... h . . Ilk. I . I . ......... . T ,,AFF I C VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND LEFT 1 Q THRU 1215 RIGHT i:c.a LEFT 472 R. 12 .0 T. . 12,c,`o- L.. 12.0 . . M T POUND :15 280 170 2150 42S Z95 540 1"5 ISO BUSES , # / HR) PEAK HOUR FACTOR 71 1 1 71, HEAVIEST TURN PROTECTED HEAVIEST TURN PROTECTED 1. 0 -99 (#PEDS/HR) 80 SECONDS CRITICAL LANE VOLUME SOUTHBOUND 910 297 LEFT TURN CHECK Y MOVEMENT ASTBOUND 280 2 5 9 NORTHBOUND SOUTHBOUND EASTBOUND INPUT VOLUME 210 315 280 ADJUSTED VOL 472 297 259 CAPAC ITY 0 925 0 MOVEMENT 0VO N/A N/A NORTHB OUND SOJTHBOUND GAS T BOUND WESTBOUND PHASING N/S E/W PEDESTRIAN ACTIVITY CYCLE LEN&JTH 7 C-- F< I m I ciL t•iC3 EME-tom' d N iY "Yc 3 I E' Wit!-1 1--1 I C-- Ph F "I G_._ L- NI 4 `T E F Ni Pi F¢ L. C 1'x•1 `C" M / Ni I r (INCLUDES 3OLSA CFfCA) DATE: 9/9/87 LEVEL. OF SERVICE :I SATURATION :' CRITICAL N/S VOL CRITICAL E/W VOL - - L CRITIC: "*11h1 I Aq-'7 LANE GEOMETRY LANE NORTHBOUND MOV WIDTH 1 T .1 5. O 2 T.12.0 4 L.12. O J L¢ •12 .0 6 TRAFFIC VOLUMES NORTHBOUND L. E: :.'F THRU RIGHT 210 1215 130 NORTHBOUND TRUCKS (7 C SOUTHBOUND 15 EASTBOUND 5 WES T E'OUND 5 PHASING N/S :4 . E/W :2. CYCLE LENGTH 80 SECONDS SOUTHBOUND NOV WIDTH . p . EASTI :(1IUP 13 WES'CBOUND MOV WIDTH MDV WIDTH FI RT.15.0 T.T.12 .0 x • ¢12 .0 Y ¢ 4 SOUTHBOUND EAS P OUND 2150 540 LOCAL BUSES 'NO/1-40 BOTH TURNS PROTECTED HEAVIEST TURN PROTECTED 42T5 M . . WESTB OUND 170 395 HOUR FACTOR 1 1 1 WITH OVERLAP) PEDESTRIAN ACTIVITY 1. 0 - 99 (4 P'EDS/HR) THF;IJ -RIGHT LEFT INPUT VOLUME ADJUSTED VOL CAP'ACITY MOVEMENT CRITICAL LAME, VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND 465 95 ,lz 297 !"-ISO 259 NORTHPOUND LEFT TURN CHECK SOUTHBOUND eASTBOUND 21C 280 181 297 25.[9 0 9~5 67 N/A N/A N/A WES 1EOUNi 17 I 7 L65 O K, d- ^-«-R. D '•.' F ,.pI` 0y -w F_. IFv-;.^^" D r--z - C:. F '^`.` I wV I `. k L-.y-. i'l C 3 EI F.. ll ''€ r II^ [' .1 it!:'k L.. T +.B I B "G0 L- B C Fl I . Fl E I L. L._. 0 !I C -TEE iQ N 1.... ... %(INCLUDES BOLA CHI )DATE: 9/9/87 LEVEL OF SERVICE SATURATION F` IL r CRITICAL N/S VOL . :::'it.- G- CRITICAL E/W VOL 46>E3Uj- CRITICAL SUM x LANE GEOMETRY LANE S 6 I I'(ORTHIr'(01,ND SOUTi 1HOUND EASTBUUND WESTBOUND MOV WIDTH NOV WW I DTH MOV WIDTH MOV W IDW RT.I T.. L r. . i . RT. 15 .") R. {, T . L. R 1^.t3 L*. .. a . 4 r s ,. . , . °CRAFFIC VOLUMES NORTHBOUND THRU -RIGHT 462 LEFT 44 1 NORTHBOUND IiNir-,,UT VOLUME 205 AD1USY ED VOL 441. CAPACITY ca MOVEMENT NO 74 NORTHBOUND SOUI1'Hi OU}11)EASTBO UND LEFT THRU I RIGHT 130 NORTH BOUND SOUTHBOUND EASTOOUND WESTBOUND 540 2S:n 425 130 WESTBOUND TRUCE'S (7k) LOCAL RUSES(*/HR) PEA •: HOUR PA 5 N/S :2. HEAVIEST TURN PRDTECTE E/W ; 2. HEAVIEST TURN PROTECTE PEDESTRIAN ACTIVITY : 1. 0 * 99 (WEDS/HR) CYCLE LENGTH 80 SECONDS PHASING '" I CAL. LANE VOLUMES BY 'EMENT SOUTHBOUND TBOUWD WE,STBO UN 913 :97 2-77 259 426 LEFT TURN CHECK SGUTHBOU. i EASTBOUND WESTBOUND 315 200 179 ^9"259 7» 892 o 405 N/A N/A C2K F" F:',- ' 0 .N"..- "R I N 6-==: 1 -3 0 F 1F .Z-;; I `T" I c 44 L. i'i ca % M EF i' -F t%,J L_ `w' S3 I 'ELs- L L LEVEL OF SERV ICE SATURATION 11-9 ", CRITICAL N/S VOL 'ter'' 1 B CRITICAL E/W VOL CRITICAL SUM 1. 1 LANE GEOMETRY NORTHBOUND SQt t 1HE•OUND f_-'ASTDO-UNE, WESTBOUND LANE MOV WIDTH NOV WIDTH , OV WIDTH MOV WIDTH 6 (INCLUDES BOLSA CEHCA) DATE: 9 9/S7_ FAT„ 15 . () R.. T. 12.t) T.. T. 12.0 T. L 1.. t_0 T. . LA 12 .t_0 L.. TIRAFFIC, VOLUME NORTHBOUND LEFT C(5 THR(J 12 0t5 RIGHT 130 21'wk5 540 TRIJ F-;S { 7 > LOCAL SU13ES NORTHBOUND C SOUTHBOUND r.. EASTBOUND 5 WESTBOUND 5 RT.15.0 FAT. T..i2» x T. L b .12.0 L.. 15.0 12.0 1 si EA2TBOUND WESTBOUND 170 395 175 HOUR FACTOR i PHASING N/S 4. [ BOTH TURNS PROTECTED (WITH OVERLAPS E/W ; 2» HEAVIEST TURJ'1 PROTECTED PEDESTRIAN ACTIVITY , 1 A 0 -99 (4tPEDS/H; CYCLE LENG3 H S0 SECONDS CRITICAL +_ANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 462 826 277 2E4 LEFT 92 297 259 7 NORTHBOUND SOUTHBOUND SOUTHBOUND Ii'IF'UT VOLU111!2 C.) f 75 313 ADJUSTED VOL 176 297 CAPACITTV t-892 MOVEMENT N/A NIA M ASTBtIJND WESTBOUND .SCE 1 0 25 9 66 266 N/A OK 1=" FZ ;S C3 N B E Fi 1" C`-1--=: 1EE Ir-: " C3F'" F C IF;. I -r I C ( L Ni C F_=1-1 F-Ets.3 -r 1 P L_ 't B I E; J CD L_ E3 44 C" I C A X "FEE 11...._ L_ C) P4 C3 E F< I-1 AL--r (INCLUDES BOLSA CHICA) DATE: 9/9/87 }F'h'-K *4 Y'` " '" " "3{" 'r"}" "'df'*'}f"#3F'p " "3Q *** u' " •.{ X LEVEL OF SERV I :E 1° SATURATION 1 M CRITICAL N/S '/OL I :T.- -S- CRITICAL E/W VOL e6 E.t!5 CRITICAL SLJM ^c_- 2t'9 •#'************4F *********4 ************ L_ANI.. r:)CCMETRY LANIE NORTHZBO',Nt SOL,THNOUND EASTBOUND WESTBOUND MOV WIDTH MOV WIDTH MOV WIDTH MOV WIDTH 1 FRT.1 r.0 RT.15.0f RT.5 . o R.. T.12.O T.12.0 T.1.'..'.$T.. T ..1,021. 0 T. .12. i'a L. -12.0 L. . l...1 r;T L. ..12.C < . .... TRAFFIC VOLUMES LEFT '1HRU RIGHT NORTHBOUND NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LOCAL 'BUSES 4f/HR) •.„ti PHASING N /S :2. HEAVIEST E/W :2. HEAVIEST PEDESTRIAN ACTIVITY 1,. CYCLE LENGTH : SO SECOND THRU -RIGHT LEFT INPUT VOLUME ADJUSTED VOL:, I CAF'AC I FY MOVEMENT TURN PROTECTED TURN PROTECTED 0 -- 99 (4$PE E.AL-:_ HOUR F 1I HR) CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 455 90 277 441 297 259 NOR-RTH-HI3OF fND 441 NO 12.0 12 0 t . 0 SOUTHBOUND EASTBOUND WESTBOUND 118 5 2105 425. 130 541) 13 0 LEFT TURN CHECK SOUTHBOUND EAS r BOL- 15 250 x'97 ^59 889 0 N/A N/A FI D N E3 F< 11P4 d ,^ Fi"C F? F4 -r Fr '4 At-117-Ni I ` r (INCLUDES BOLSA C fCA) DATEz 9/9/S7 LEVEL OF SERVICE SATURATION 0 CRITICAL N/S VOL '=9C)4-., CRITICAL E/W VOL. t5-425 CRITICAL SUM :.-4- lq- * ib #E tsi i4 3f fr •***4Fi?•3f••lf ^D>r•i8` **** * f* • iF•> * LANE GEOMETRY NORTHi'SOUvD Sc,0_1 THEC40UND EASTFOt'ND WESTBOUND LANE NOV WIDTH ttIV WIDTH NOV WIDTH NOV WIDTH RTM 15.F°..12M),) ..1 M R 12 .o L.12. 0 T. .1: . L...124 0 L.12.0 H M.M +A r .-a• 4 $. 4 4 4 RT. 15..) 1.1,41'.O'O RT. 15.0 T.. 1I.i,d L.. 1=.0 . M. . 4. M - 4. i M 4 y I R FF I C NORTHBOUND A VOLUMES SOUTHBOUND ASTSOUND LEFT THRU i I G HT :`C)«a 1.f.. 1751 s;) 1 ti 10 425 540 1:30 TRUCF S L"a)LOCAL BUSES (#/H NORTHBOUND *; SOUTHBOUND EASTBOUND WESTBOUND 5 PHASING N/S 4. BOTH TURNS PROTECTED E/W :2. HEPVIEST TURN PROTECTED PEDESTRIAN ACTIVITY . 1.0 _.99 (#PE CYCLE LENGTH 80 SECONDS TICAL LANE VOLU ES THRU -RIGHT 1 EET NORTHBOUND 45 9 4 SOUTHBOUND 514 297 NORTHBOUND LEFT TURN CHECK SOUTHBOUND INPUT' VOLUME 2t4) ,;31; ADJUSTED VOL 176 297 CAPACITY c-)889 MOVEMENT N/A N/A WESTBOUND 170 395 1/ ZJ PEAF-: HOUR FACTOR (WITH OVERLAP) 3Y MOVEMENT EASTBOUND WESTBOUND ./ / 2e4 259 735 EASTBOUND WEST C3UN 280 170 25 9 66 266 N/A OK B=• 6=;: 'r,3 0 VA E 1E F I N3 Q J< iE Fi:Q I c F: I -F I C P I._ . 1-1 C3 ", E 1-1 IE N! `If 1 4 s»:i IL._ 'Ne ' I C IO F=4: A F4 E,,,..; T/ "FEE I L_ ic ^' I 9 e 44 I =Z T E F= 19 NU 0 1F" F 0 a 0 `Y' DATE: 9/9/f7 **** r'E•1$ #F****-iiH3Ei•***+* #3F3fc-IE-tF6if -i$1rr****1 LEVEL OF SERVICE SATURATION ' CRITICAL N/S VOLi CRITICAL E/W VOL_ CRITICAL SUM 4-7 ' *** * * •-rE***************** ** a Ufa LANE GEOMETRY tNNCRTHDOUND So t.J T' itS UND EASTBO+_.1ND WESTBOUND .E MOV WIDTH NOV WIDTH MOV WTD` TH MOV WIDTH 1.RT.1 R T,.()RTn 1 ;.t;t RT.1-() 2 L. •12.cat L.12, •!.. T .1, .(',LT.12.0 M1 R n x R.w x n n w+ M $ • . - . R 4 -w s R6 LEFT THRLJ RIGHT , AF:F IC VOLUMES NORTHBOUND GOUTHROUND EASTDO1.JND 240 52 97 TRUC}(S (!) LOCAL BUSES NORTHBOUND 5 SOUTHDDUND 5 EASTBOUND 5 WEBTEOUND PHASING N/S ;I. E/W :1. PEDESTRIAN ACT C'Y'CLE LENGTH VITY NEITHER TURN PROTECTED NEITHER TURN PROTECTED 1. - 99 t#PEDS Oo SECONDS HR) CRITICAL LANE VOLUMES PY ?1OVEMt-NT THRU -RIGHT LEFT NORTHBOUND 291 NORTHBOUND INP"UT VOLU ME - 117. At.TUSTED VOL.0 CAPACITY MOVEMENT OK SOUTHBOUND EASTBOUND 346 LEFT TURN CHECK SOUTHBOUND EASTBOUND S6r,y c, Off, Cl: 95 .95 WESTBOUND 51 450 34 WESTBOUND 27 7.5 C.) WESTBOUND 51 c FN tfb f ' E, 0 8 1B F: I P4 >C f= F4 -- D Fr F' 9F"-r 1 A 0_ ., 1-1 C3 " B I "-r ! ! r ' wr 8 T e 1-4 u .1 B m .r'" "E: T air " 1"q FA A F: _r E F: t1 R z F' s,: c3• Ez c` r DATE: 9/9/87 LEVEL OF SERVICE SATURA TION :25 E CRITICAL N/S VOL -:-St5CRI7`ICAL E/W VOL CRITICAL SUM -'E3 -Yc•Yr•#3b#•#3F•r3'c#9'r -( YciE-3HitiF ;(-?i•3t-?FF#-;Gi•iki `r3`r#•E# LANE GEOMETRY NORTHBOUND SOUl 14BOUND EASTBc::UND WESTBOU ND LANE NOV W IDTH NOV WIDTH NOV WILDIIH MDV WIDTH RT. 1:„a C_1 L.. 120{ R T . 1. 5. (:) a . a . ! M . NORTHBOUND LEFT 11, THRU 2 Z4 a. RIGHT 52 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND TRUC4:S I SAFE I C VOLUMES SOUTHBOUND 246 97 RT. 1"51'. () L T . 1. 0 AST SOUND 56 5 2 11e WESTBOUND LOCAL BUSES (#/HR) PEAL: HOUR FACTO1• .95 .95 .9 5 '95 PHASING N/S E/W K I. NEITHER TURN PROTECTED :1 . NEITHER TURN PROTECTED PEDESTRIAN ACTIVITY : 1. 0 99 (#PEDS/HR) CYCLE LENGTH SO SECONDS CRITICAL LANE VDLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 294 352 a26 27 35 LEFT tr 0 #0 NORTH19OLJND LEFT TURN CHECK SOUTHBOUND EASTBOUND WESTBOUND INPUT VOLUME 113 3 56 51. ADJUSTED VOL two s)0 CAPACITY 58 wig s MOVEMENT Of OK Cry OK F'ink F:;' -'-- 8 I-4 FR I J' I= F:; HI J '• c E I `T I Q L_,_ I'l CJ N,.1 E t1 ! "r ? L_ 'v' ,_.r' - I cxF M N E3 T / IiE I ' ' EAF `7-EEF 1 NJD F=-aR 0Li (INCLUDES SOLSA CHICA) DATE: 9/9/87 LEVEL OF SERVICE A SATURATION :257"%_ CaC,ITI CAL N/S VOL =. -4 - t-R;1TICAL E/W VOL «2'.--, CRITICAL SUM ts -7 O-D LANE GEOMETRY NORTHILDUND SOUTHF`OUND Et'(STDOUND WESTBOUND LANE MOV WIDTH NOV WIDTH MOV WIDTH NOV WIDTH I RT. 15. c, 2 L. 12.0 // e k re a a 4 a K e a a e 5 n k k +l a a 6 aa. Mil .,a &'T. 1Oat 'T 15, L, a 1 k";e T T2.: F:'J LT„ a a n s x a d ! 14 a a' N a a' k a a M x 'a W s a a M }[ T e a. a a .it a s x$ 4 S r a a a a k TRAFFIC, VOLUME'S NORTHBOUND SOUTHBOUND LEI-"T 115.THRU RIGHT 50 95 TRUCKS d%) LOCAL SUSES NORTHBOUND S SOUTHBOUND S EASTBOUND WESTBOUND PHASING N/S -01. NEITHER TURN PROTECTED E/W : 1 . NEITHER TURN PROTECTED PEDESTRIAN ACTIVITY . 1. CYCLE LENGTH 90 SECOND 0 P TBOUND .s t)". (1PEDS/HR) v M a TIROUND !50 480 CRITICAL LANE VOLUMES BY .MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WETDUND THRU -RIGHT 2 89 344 326 LEFT 0 t 0 LEFT TURN CHECK NORTHBOUND INPUT VOLUME 1 1 O ADJUSTED VOL 0 CAPACITY 0 MOVEMENT OK c F I -r : Jr __r L." (3 ' /r 1 ICS E -I- A 1, L-"%/ E 1 r%j SC3 ; / F' F C) J : c r (INCLUDES BOLSA CH CA) DATE: 9/9/87 LEVEL OF SERVICE A SATURATION Z-5 E3 CRITICAL N/S VOL ="-74'= CRITICAL E/W VOL CRITICAL SUM -w LANE GEOMETRY NORTHBOUND SOUTHBOUND EAS rPOUND WESTBOUND LANE MOV WIDTH 1 RT. 11,75, 2 ,.:. 1` w Y M $ • • e 6 b a n w k '• . NORTH} OUND TRAFFIC VOLUMES LEFT THRU RIGHT NORTHBOUND SOUTHBOUND EASTBOUND WESTSOUND NOR7 HBOUND SOUTHBOUND EASTBOUND WESTSOUMD 95 9J ,µ..95 PHASING N/S .1.. NEITHER TURN PROTECTED E/W : 1 • NEITHER TURN PROTECTED PEDESTRI!7N ACTIVITY I. 0 * 99 (#PEDS/HR) CYCLE LENG TH SO SECONDS FACTOR CRITICAL LANE VOLUMES BY MOVEMENT NORTH+0UND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 294 Z49 -326 LEFT I14PUT VOLUME ADJUSTED VOL CAPACITY MOVEMENT NOV WIDTH r.'t SOUTHBOUND MCDV WIDTH NOV W:Cll;H RT. r3. c: i LT. 1.br RT. IS.Q LT. 12.0 I a p EASTBOUND 2`5 24 5 :t 50 95 120 . k e WESTBOUND 1'`R CE'.S (', LOCAL. BUSES (4/HR) PEAK HOC Y5 S 5 0 0 0 LEFT TURN CHECK, 11 5 5 as 50 o 0-0 0 0 5 5 5 Ok ,Cif``: C: _" F - : F I C# -Z E F,: - 8 Cl F 1--i I `I` I AL_ 1DVEM "'7- L8 I R : a'! 44 " A m rn .z " Imo' I IL.r 022rv A--r3 N1 G E "o F*6-_l: c a c- r DATE: 9/9/87 LEVEL OF SERVICE SATURATION OVA CRITICAL N/S VOL 3 ?-w1- C'=ITICAL E/W VOL - , CRITICAL SUM 1. - *agar***** ********** tai******* **** LANE GEOMETRY NORTHBOUND 100THE L)UND EASTBOUND LANE MOV WIDTH NOV WIDTH M 0 V WILATH RTn L«. 13 « +_z RT. 1::. ct Rti T. 12- « f L.. 12a(,, LT. T'RAFF I L: VOLUMES NORTHBOUND SOUTHBOUND FASTS 15.Q 12. 0 boD WESTBOUND NOV WIDTH LT. WESTBOUND LEFT 134 39 67 61 °ITHf U 277 292 596 RIGHT £2 115 14 C,40 TRUCKS 1%) LOCAL BUSES (#/HP, NORTHBOUND 5 SOUTHB OUND tj EASTBOUND 5 WEGTEOUND P'H;SI NG N/S !I. NEITHER TURN PROTECTED E/W -.1. NEITHER TURN PROTECTED PEDESTRIAN ACTIVITY 1. 0 - 9 (4PEDS/14R C`!CLE LENGTH 80 SECONDS CRITICAL LANE VOLUMES BY OVEMENT NORTHBOUND SOUTHBOUND EASTBOLUND THRU -RIGHT 3 5 0 394 , 1 67 LEFT 0 0 0 INPUT VOLUME ADOUSTED VOL CAF'At T T Y MOVEMENT N RTHBOUND 13rdbar OK EASTBOUND 67 61. 01< FACTOR 1AS s7awecau:.amwravsva..wai'Pie.:x'mv45MC +t(A:icc"F4'8"s'497fibd:. ' 3T_`,',"'r?'a' F F J N S EYF I B i'1 F:+ I-, EE I_"__pQ F=" C-- F=-` 3 7' 1 G A L._ iii a V 1 1,4 'T i!2k P4 jc1..._ , '• E3 10 E3 -i- 1/' F--1 E I L- ic V E 1- D 1-4 CG -r E F" 1-1 icr-F=-L- I (--c N T DATE: 9/9/SI LEVEL.. OF SERVICE SATURAI" I ON 4 1-. CRITICAL N/S VOL 1-0 1 CRITICAL E/W VOL CRITICAL SUM : 'i'' LANE GEOMETRY NORTHBOUND SOU i"HBOUND LEFFT 136 THRLJ 251 R I GHT 6 NORTF-:CSOUN0 LANE MOV WIDTH 1 RT. 2 L. 4 . . u S 15. C) GOUTF}DOUNJ0 NOV WIDTH R'r. 15.c`0 1:_1 C) Lu. 12. TRAFFIC VOLUMES TRUCKS (%) NORTHBOUND SOUTHBOUND S EASTBOUND 5 WESTBOUND 5 PHASING N/S ; i NEITHER TURN PROTECTED E/W .l. NEITHER TURN PROTECTED PEDESTRIAN ACTIVITY 1,. 0 •- 99 (#P'EDS/HR) CYCLE LENGTH SO SECONDS CRITICAL LANE VOLUMES BY MOVEMENT THRU -RIGHT LEFT INPUT VOLUME ADJUSTED' VOL CAPACITY MOVEMENT NORTHBOUND 33 4•1 2 ?6 EASTBO UND NOV W (DTH WESTBO'_.. MOV WIDTH i. sM0 RTM I5o LT. 120 EASTBOUND 617 14:" AL BUSES (#/HR) PEA}"_ HOUR FACTOR SOUTHBOUND 401 LEFT TURN CHECK NORTHBOUND ND SOUTHBOUND 13 6 9 c_f 67 NO OK EASTBOUND 378 1 TL-40U II 322 0 P i I- 1 G PP 8- r-1 1'1 I !i•w 1' it tc L_. r E I E3 C 1-1 I-- C3M'1 Pi M_ T I DATE. 9/9/87 LEVEL OF SERVICE dfN 5A TU.JRA T I ON -- _T::«. CRITICAL N/S VOL_ --C 1 Lf 1TICt,L E/W VOL ZF 7 -7 CR17 I ;..:AL -SUN. i 7 B ***3b#-Y -•A9{*****?r•3k•3G383i•i *i ****i*i#• *** *3kk LANE GEOMEThY NORTHJ3OUNJ) 3UU1 JIDOUND E s-n,,rEIOI JND WESTROUND LANE. MOV WtDTI- NOV WIDTH M,U'v WIDTH NOV WIDTH LE'FTI' THRU RIGHT RT. 1.:'5.k) kT. 1S.() RT. 7.5.0 RT. 15.0 NORTHBOUND NORTHBOUND SOUTHBQUND EAST-SOUND WESTB OUND 7. 6 180 62 t, T . 1 12 - .0) L T. 12.0 TRAFFIC. VOLUMES SOUTHBOUND EAS`t'EEOUND WESTBOUND 296 61r 118 142 TRUCt(S t X) LOCAL BUSES (#/HR S 5 61 599 40 PEAF-. HOUR FACTOR i PHASING N/S R i . NEITHER 'URN PROTECTED E/W :1. NEITHER I URN PROTECTED PEDESTRIAN ACTIVITY 1. 0 - 99 (#PED a/HR) CYCLE LENGTH 80 SECONDS THRU -RIGHT LEFT 'CRITICAL LANE VOLUMES SY MOVEMENT NORTHBOUND 33 3 NORTHBOUND INPUT VOLUME 136 A11 LISTED VOL CAPACITY C MOVEMENT NO SOUTHBOUND EASTBOUND WESTBOUND 401 377 a LEFT TURN CH SOUTHBOUND Fs CK WESTBOUND 61 OK F --.c -y' I G ink I- NI C3 F'= 1-1 "I` + I' .1 dc 1.._. `N'• B I ' o II- p ri B m E 11L__. 1 E: L C3 I C -T' E=-: F;: I'vi DATE: R/?/87 LEVEL. OF SERV I C' I =::.r..SATURATION CRITICAL CRITICAL N/S E/W VOL VOL -::711- CRITICAL SUM ' 7Z LANE GEOMETRY C"=y 12. AjC)p;"rI•I1 CI U ND SCIDTHILKik!NU EASTBOUND WESTBOUND L_hIE 11010V WIDTH MCIV W11)1`I-i NOV WI 0TH NOV WIDTH L... TRAFFI C VOLUMES NORTHBOUND SOUTHBOUND I E I' THRU RIGHT EA 23T2 C.'UN1D 3 WESTBOUND 3 NORTHBOUND `_ SOUTH73f1IJNID ;, 295 i 17 R'T . 15.0 RT. 15 . 0 LT, 12-t.) EASTBOUND TRUC KS (%) LOCAL. BUSES f4/HR) CYCLE LENGTH BO SECONDS c 5 72 40 REAF' , HOUR FACTOR I N/S 1 K NEITHER TURN RFOTECTED E/W I. NEITHER' TURN PROTECTED PEDESTRIAN ACTIVITY 1. 0 -99 (i P'EDS/HR) PHASING CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 33 3 3199 3 74 17 LEFT = 0 r 0 LEFT TURI" CHECK III,_lT VOLUME ADD J LISTED VOL CAPACITY MOYEMENI NORTHBOUND OK SOUTHBOUND EASTBOUND WESTBOUND96E 61anyc., c-t 66 57 OK L7 . 12,0 WESTBOUND p„. (INCLUDES yB LSA CHI A) DATC 9/9/07 **{4' 'I!**. 44"***/'1"{'R"iC7f '*•.`iC 'R*****xG ***il-4F "II* i-rYPL OF SERVICE SATURATION 14 7.. CRITICAL N/S VOL CRI T ICAL E/W VOL CRITICAL sum 7:50 E LANE GEOMETRY F AFSAO C -f NCRTHSCIt.'ND C7LITHHDUrID EA";TBCJUND WESTBOUND LANE. MOV WIDTH MDV WIDTH MDV WIDTH MDV WIDTH 1 RT IS• Q 2 L • • 12.0 sn" n r i x u a w w w n • w v ,) • w • w r w [4.1 151 is R?w 15.0 1 2. 0 LI,12.0 a w v k k a v- 4 • w w• W w• At A ,r 0 RAf'=F'It..a VOLUMES NORTHBOUND SOUTHBOUND EASTBOUND C ESN; T i.:."5 10 THRU -2",'75 12 9 0 RIGHHIT 60 its NORTHBOUND SOUTHBOUND EASTSUUND WEST1UJUND T RLJCl,S 4 % ) PHAS I NC N/S r-/ w PE,tE$TRIAN ACCTIVITY CYCLE LENGTH S -3 a 1 w NEI THER TURN PRO TECTED 1 P NEITHER TURN PROTECTED 80 SECONDS 0 ,-- 9"(#PEDS/H CRITICAL LANE VOLU Y MOVEMENT NORTHE OUNO SOUTH OUND EASTBOUND WEST OUND THRU --RIGHT 326 3 9 Z66 306 LEFT 0 it 0 0 LEFT TURN CHECK; NORTHBOCJN> SOUTHBOUND EASTBOUND WESTBOUND I Nf `LJT VOLUME 135 4.0 65 60 ADJUST M) VOL 0i° APA r Y 0 6 6 16Q 0 MOVEMENT Off . OK OK 0 K 63 595 140 40 LOCAL BUSES (#/HR) PEAK HOUR FACTOR R'r. 1M.0 LT. 12.0 • v M WESTBOUND 60 F' , a D t t - F X t"+9 -= : F,; "D F F = : t-t fr _r , i I L, 44 V 6- (D r t G `F FEE F M A II~ F-1 JC !G A S' (INCLUDES BOLSA CH CA) DATE: 9/9/t7 LEVEL OP SERVICE SATURATION .f CRC LCAL N/S VOL 40 CRITICAL. E/W VOL 7.774 CRITICAL SUM 7 70 yE *4' # 3 ** *** **- **4C '*** F***_1 ********'i: * Li=.NE GEOMETRY NORfldBOUND °a0UiH.'UNL) EASTBOUND WESTBOUND LANE MDV WLhI-H NOV WIDTH NOV WIDa"H NOV WIDTH 4 S 61 RT 1.`a.0 1`:";.0 RT. 15. C', L... 12. C) TRAFFIC VOLUMES LEFT TH13U RIGHT NORTHBOUND E_f. 1'Mi LT. 12.0 SOUTHBOUND 29 57 120 65 61S 140 6Z_S aQO 40 TRUCKS (%) t..UCAL BUSES (%/HR ) F`EAK HOU : FACTOR NORTHBOUND 5 1 SOUTHBOUND 1 E ASTR(7UND 5 1 ' WESTBOUND 5 3 1 PHASING N/S .1 NEITHER TURN PROTECTED E/W ;1. NEITHER TURN PROTECTED PEDESTRIAN ACTIVITY 1 0 99 (*PEDS/14R) CYC. !_,E LENGTH 80 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND THRU -RIGHT 331 402 LEFT IR'':t.T VOLUME ADJUSTED VOL CAPACITY MOVEMENT 0 C) NORTHBOUND 135 : OK LEFT TURN CHECK RT. 15.0 LT, 12.0 EASTBOUND WESTBOUND EASTBOUND WESTBOUND k76 321 SOUTHBOUND EASTBOUND 4R; 65 t_y 0 71 5 OF`-. OK WESTBOUND 60 0 OK =•F --'z N15 c 1 0,1 C F; t D P F' I CAL- 11Dk./E riE:E -r Pk N1 c- I' L. E 1 c T 1-I IAN B r ' I--* E I L- EE L. a"(3 "r J F: M L__ '"- (INCLUDES BOLSA CHICA) DATE; 9/9/87 LEVEL OF SERVICE SATURATION CRITICAL CRITICAL CRITICAL Ira/S E/W SUM VOL. VOL `7-` LANE GEOMETRY LANE NORTHf,30UND MC)V WIDTH BOU IHF+f:)UNI'D M7jV wIrriH EAS,rBOC11`JT,' MOV WIDTH I RT.1S, (:j E.I,it"R l . 15.U 2 L, .12.0 LT. 1°. . L 4 . a , NORTHBOUND i'r. I FFTC VOLUMES SOUTHBOUND LEFT 4(- THRU 72a 295 RIGHT 60 120 WESTBOUND HOV WIDTH EASTBOUND WESTBOUND rs5 a15 140 TRUCKS 0") LOCAL BUSES (#/HR NORTHB OUND S SOUTHBOUND } EASTBOUND U WE'; ll(OUND PHASING N/S :.1 . E/W R I. PEDESTRIAN ACTIVITY 600 4(l PEAE." HOUR FACTOR I NEITHER TURN PROTECTED NEITHER TURN PROTL CTED .: 0 99 (4 FED /HR) CYCLE LENGTH SO SECONDS CRITI CAL . LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 331 402 376 321 LE FT 0 C LEFT TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND INF'UT VOLUME 135 40 65 60 ADJUSTED VOL cl CAPACITY c,t / 1 55 0 MOVEMENT C}I': OE':: OK F-'oc F-z ctN E3 13F X t4> I — < F Z ' I -l I C L Ni C v E 1-1 F~ tq 1- Ni oco A L_ ly E3 0 F-Z A FI 44 rl l:_3,T_ / H E: 1 1- b kl f-;;, 1- 0 P4 C-1 (INCLUDES BOLA CH CA) DATE: 9/9/8/ LEVEL OF SERVICE il:w SATURATION Is Z5 17% CRITICAL N/S VOL :Y. 7 CRITICAL E/W )ClL CRITICAL SUM 7 _71 NORTHBOUND LAW MOV W I I}1"H 1_ RT. 4 5 a .. 6 SUL.I'L'Hlw-"t:"G(JP,IL. 110'v W [ f:;TH ,.R1 L. . w V• c N 4 .i V V V V k. N, T4;+iF F IL 'JU UMErS NORTHWUNIJ LG "f"135 THRU 280 RIGHT 60 NORTHBOUND SOUTHBOUND EASU OUND WESTBOUND PHASING SOU t•NDC)1J1'dD E 404 L AI, T "'0UND wESTBDU1'- D 1°(1 W L DTH MQV WIDTH L1, 1°Cr V k a EAf. TBUUND 610 140 TRUCKS 1%) LOCAL BUSES C /Hk S N/8 R :1w NEIT HER WN PROTECT[ E/W :I.NEITHER TURN PROTECTE PEDESTRIAN ACTIVITY 1. 0 ° 99 QPEDS CYCLE"UnNC I`H 80 SECONDS CRITICAL LANE VOL UMES BY MOVEMENT THRU -RIGHT NORTHBOUND SOUTHBOUNn 3139 7 t'} ij NOR TIWUND I jr,UT VOL.LJP'E 1 5 AIJJ LJa. TED VOL.0 C'AP'ACITY MOVEMENT Of, 0 LEFT TURN OHEG(: SOUTHBOUND 40 14} EASTBOUND 374 0 EASTBOUND 58 of"', RT. 15.') LT N 120 WEST)UND WESTLOUND 60 OK LANE GEOMETRY I I C L. r Ca" FE i E---1,4- ' t ic L._' E3 I B d=t NORTHBOUND LANE NOV WIDTH DATE: 9/9/87 LEVEL OF SERVICE F-3 SATURATION - CRITICAL N/S VOL CRITICAL E/W VOL eS4- Cr TTICAL SUM 1 1 - I- F' F ;' D ,--f E: c:: C ## ciE iE3F# 3c* It * 1- : #-iP* Yri2 k'* *** ***** NORTHBOUND SOUTHBOUND THRU -RIGHT 192 238 LEFT 292 C) INPUT VOLUME ADJUSTED VOL CAF^ACI T`Y MOVEMENT E•= ' C3 F: P E-4 a M N F= ink F ; `Y' E F,: N Nk D LANE GEOMETRY JOUTHDOUND NOV WIDTH 15. 0 12.0:1 NORTHBOUNO 29:Y 262 10:31 TRAF- C' I C.. VOLUMEi.) EAST OLIN D MOV WIDTH WESTBOUND MOV WIDTH RT.15.:0 T. 15.0 T.12.=a T,. I2,0 T.12.0 L. 12.0 L..12. 0 . ^ . < A . . SOU' THBOUND EASTF OUND WEST OUND TRUCKS 1%) LOCAL L3USES (##/HR ) NORTHBOUND 5 SOUTHBOUND 5 EA6 T.S(7UND WESTBOUND 5 PHASING N/S :2. HEAVIEST TURN PROTECTED E/W :i NEI THER TURN PROTECTED PEDESTRIAN ACTIVITY 1 .0 99 (#FED CYCLE LENGTH 80 SECONDS /HR) CRf ICAL LANE VOLUMES BY MOVEMENT 1. R.T. 1C.U- L. 12.0 NORTHBOUND SOUTHBQUN LEFT TURN CHECK 297 11S 292- 0 358 N/A 0 K; AK HOUR FACTOR EASTBOUND WESTBOUND 97 60 0 Ok. Dig; L4 ='aFR F: R.` r F` I r I C d I._. P- In- '4Y E Ni EENJ 'T- A i N e I- 'V - 1 F,l t r`R, F '' Ir- aS i #--i ,[ m 4 +.Y i-::. F''ti`. m FE F: M &AJ z ( ° F D j F= c: -r DATE : 9/9 /37 3E-k'of'#****!f-9¢Fii--iP*** *4 ** F c# f*****- ** L .1= VEG.. OF SERVICE C c;ATURAT I ON = w CRITICAL CRI rICAL CRITICAL N/S E/W SUC' VOL VOL 7C 6>.? LEFT THRU. RIGHT LANE GEOMETRY LANE N0RTHI OUND 3 OU,1H I*-IU€,4 MOV WIDTH MfV WIDTH EASTBDUND MOV WIDTH 1 RT.1i`,. O F. r.1.5.RT 13.0 T.11. 0 L 12. (d T.1 .) 4 L..12.0 5 1R FF:iC VOLUME NORTHBOUND NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND ::9 t 262 101 T I"xf,ri: WS 0 1 SOUTHBOUND EA3TBOUI 10 160 95 LOCAL BUSES (*/HRw .t+ 1(Y) 1529 '19 PHASING N/S :2. HEAVIEST TURN z'ROTECTED E/W it. NEITHER TURN PROTECTED PED r.STR I AN ACTIVITY 1. 0 99 (4 PEDS/F CYCLE LENGTH 80 SECONDS CRIT ICAL LANE VOLUMES BY MOVEMENT THRLI -RIGHT LEFT INPUT VOLUtlE AD,:J LJST a VOL CAF'AC ITY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND 192 2E:4 6z" 292 LEFT TURN CHECK NORTHBOUND 2 c 7 2 92 N/ia SOUTHBOUND EASTBOUND 11 1'0 364 W.-l", WESTBOUND MOV WIDTH RT. IS.0 T.. 12 0 L, . Ile_, . 0 68 12641, 92 TOR, T BOUND 704-, 0 WESTBOUND 68 735, OK iC. F-Z I -1-- 1 IL_ 1'•r1 c3 1 t-i i .: N-1 T o (, w$ pi '" v B 3: 'r,E- k,-j FF 1114 E F LE4.11:l_ OF SERVICE cl:" • SATU AT I ON 7 CRITICAL 1,4/S VOL q-' CRITTICA'L E/W VOL 63, <S I CRITICAL SUM I :::_" 1 C) LANE GEOMETRY 1 _ANE ' IL=_ .. 1 A 1--9 o '1 :'--11 ;,1==ti `1- JE 1. S 1'11 + D IFS Q T (INCLUDES 3OLSA CHICA) DATE. 9/9/87 NORTHBOUND? SOUTHBOUND EAS r-ROU;'ND WESTBOUND MOV WIS)1"H 11L1" WI0IN NOV WIDTH MOV WIDTH RT. 15. (3 1'. 1, 2. 0 L. 1 y-' 0 . a n RI. T. T. L. a . . RT. 1. ,.0 L.. 12.0 RAAE F. C VOLUMES LEFT THRU RIOH1 29 1 `cj '?60 160 i466 .11 00 9(' NORTHBOUND 5 SOUTHBOUND EASTBOUND 5 WESTBOUND NORTHBC.JND SOUTHBOUND EASTBOUND S RT. 1O., 0 T.. 12'. 0 L. . 12. 0 WESTBOUND PEAK HOUR FACTOR 95 PHASING N/S :2. HEAVIEST TURN PROTECTED E/W :1. NEITHER TURN PROTECTED PEDESTRIAN ACTIVITY : 1.0 - 99 ( PEDS/HR) CYCL": LENGTH THRU -RIGHT LEFT 80 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOU ND EASTBOUND 191 209 809 29O 0 0 LEFT TURN CHECK INPUT VOLUME ADJUSTED VOL CAPACITY MOVEMENT Z-2 -n NORTHBOUND 493 290 to N/A 115 95 t_s 0 359 0 OK OK SOUTHBOUND EASTBOUND TRUCKK:.S (i.) LOCAL BUSES ("r/HR) NOFTl•HB0UP,ID SOLJ THDOU I'll) LASTLEOUNP W .STBOUND LANE MOV WIDTH MCA) tai IDTH MDV WIDTH NOV WIDTH DATE: 9/99/57 ***** -* *** * *",******** LEi'"L OF SERVICE '.**** SATURATIONSATURATION -7 -,7 'X. CRITICAL N. S VOL.5 1- CRITICAL CRITICAL E /W SIJM VOL I Z 1 LP':NE: GEOMETRY NORTHBOUND SOUTH BOUND EASTBOUND RT. T.. • . • WESTBOUND TE;AFF IC VOLUMES RT. I S ."0 t2. c0 SOUTHBOUND 5 7 PHASING N/S ;2. HEAVIEST TURN PROTECTED E/W :1. NEITHER TURN PROTECTED PEDESTRIAN ACTIVITY 1. 0 - 99 (#PEDS/HR) CYCLE LENGTH: . 80 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT ink "', FR -- r M N L=- ack F. '" FE IFS t^.i t4) ' I =' F cJ ZI EE -r (INCLUDES BOLSA C tfiCA) qORTHEOUMD LEFT ::9f 1 1 THRU 260 160 RIGHT 95 NORTHBOUND SOUTHBOUND THRU -RIGHT 191 264 LEFT 290 cRt NOF THBOUND LEFT TURN CHECK SOUTHBOUND INPUT VOLUME 295 11 `r ADJUSTED VOL 290 ra CAPACITY 0 3b MOVEMENT I 1 / F'a Off; EASTBOUND RT. 15. c.3 T. 12.0 L. , 12. 0 WESTBOUND TRUCF=:S (%) LOCAL BUSES (#/HR )`EA F': HOUR FACTOR 95 .9w .95 EASTBOUND WESTBOUND 658 743 t 0 EASTBOUND WESTBOUND 1 (J v 7 0 t t"7 ct I05 OFD OK F I T I Q dc t_ Ni a''..I E Ni F 4" _r Pk Oct t t__ ly, I E3 W ict F:Z I E '. E ' C9 f=,; tc t-- Pr t""' t.._. t3 tN! T F ='F::;: P11 f',l C iF' " Dk .. ' E t m DATE 9/9/87 LEVEL OF SERVICE C SATURAT ION '7 3 CRITICAL. N/Ci VOL r' rFa CRITICAL E/W VOL 71lt- CRI'T ICAL.. SUN - 4444 K*#x*#•3f-;4#:*dti******• • •#d4 (#****• **#** LANE GEOMETRY NORTHBOUND SL:I(.JTtHDOUND E AETDOt.JND LANE NOV W 1 D fI.J 141t.'4p 611.1)1 H NOV WIDTH RT. 4 1 WESTEOUND NOV WIDTH RT. 15 0 T.. 12,. 0 T.. 12.0 L.. 1 0 A . f NOR HFJOUN ) Rt. ,' ,0 RT, 1C.0 i RAJ 'I L VOL1.JMEC SOU HBOUN EASTSO UND LEFT x, 3 137 119 THRU 1`t i 90,1017- RIGHT 120 I 17, TRUCJ,;S (%)LOCAL BUSES /HR) WESTBOUND PEAK HOUR FACTOR NORTHBOUND 5 1 SOUTHBOUND 5 1= A+TBOLA,41) WESTBOUND S 1 PHASING N/S E/W :2. HEAVIEST TURN PROTECTED :1. NEITHER TURN PROTECTED PEDESTRIAN ACTIVITY 1 0 - 99 (1PEDS CYCLE LENGTH GO SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND EASTBOUND THRU -RIGHT LEFT 216 3 59 296 4 714 0 NORTHBOUND LEFT' TU."', SOUTHBOUND ,HECF EASTBOUND INPUT VOLUME .iX5341. Y 1."`r7 119 ADJUSTED VOL 339 4 4a CAPACITY 0 t 419 160MOVEMENTN/A O}OK C-' F I T I G L t1 D'i E r-I E T e-N t'yt , L. 'V 8 3 8 r E C=;: " I r "'-3 a lam" 1 , 6 [" ` ` F '° !_ a !f=`" Fa 1 Y c a T DATE: 9/9/87 LEVEL OF SERVICE SATURATION 110 714 CRITICAL N/S VOL -":' CRITICAL E/W VOL. -7 ' CRITICAL SUt1 1 - q - C6- ##bfii r ii rE9k r cFik r n- car: itr n cic 3k i # x4 i ** LANE GEOMETRY NUS I-HEt0I-.+ND SOUTHBOUND EASTBOUND LANE NOV WIDTH MOV WIDTH MOV WIDTH 4 C FT. 15.0 1`. 12. () L. 12. 0 r r n a. a u L.a 12.E", :AFF I C VOLUMES; RT j5. 1".a 1 a T. 12. L. a 12.x. WESTBOUND MOV WIDTH RT. 15.0 12 0 i'„) L.. 12xt) - 0 0 NORTHBLUND SOUTHBOUND EASTBOUND WESTBOUND LEFT' 109 THRU 311 190 RIGHT 1 20 1.17 NORTH901UND SOUTHBOUND EASTBOUND TRUCKS 1%)COY-BUSES {fit/HR X K. HOUR FACTOR I I 1WESTBOUND 5 PHASING N/S t2. HEAVIEST TURN PROTECTED E/W :1. NEITHER TURN PROTECTED PEDESTRIAN ACTIVITY % 1. 0 -- 99 (4PEDS /HR) CYCL; LENGTH x SO SECONDS NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND THRU -RIGHT 216 300 767 624 319 S' 0, 0 INPUT VOLUME ADJUSTED VOL CAPACIIY MOVEMENT NORTHBOUND S OUTHBOUN.) EASTBOUND Z 3 139 3 -3 9 ) 4:3 13 3 N/A OK OK 1968 260;) F,: I -I- I 1 CC.. L_ 1[' D k,.•' N I E.' V4 -r i L_ 'fir' E I E3 4 gf:tk F I- ,,I l iE=-,". a' `i'.." I / G P< , r-N " 4N I' L_. D NI CD T !'=+: m DATE. 9/9/57 LEVEL OF SSE ;VICE 0 SATURAT I ON CR1 rICAL N.'S VOL Z.2. c5l, 0RITICAL E/W VOL 7 t5: 727: CRITICAL SUM I4-O x.'n'- •-s'* n z * •n-*•'r•n =ri r'•* :' 3 F t 3c k'k4 : r ai i ik 3E 13s NORTHE(t JUHI`) LANE NOV WIDTH f".T .L ,,J . V 2 1'. 5 6 ic Lr "1"" LANE GEOMETRY BOUT H'1-SOUND EAS I BOUND WESTBOUND NOV WIDTH NOV WIDTH MDV WIDTH R 1 . jL1 . i... 12.U 1 0 1 12.0 L. 12.0 TRAFFIC VOL1.0MES NORTHBOUND LEFT THRU :7111 RIGHT 1.20 NORTHBOUND SOUTHBO1.,1ND EASTBOUND WESTSOUND I HBOUI'jf) TRUCKS (Y) i.,{ i S S EASTBOUND 1 21 M: 260 AL BUSES 4##/HR) PHASING N/S .2. HEAVIEST TURN PROTECTED E/W : 1. NEITHER TURN PROTECTED PEDESTRIAN ACTIVITY 1. 0 - 9 (##PEDSS/HR) CYCLE LENGTH 90 SECONDS RITI GAL LANE VOLUMES SY MOVEMENT RT. 1S.o {~ T. 0 T.. 12. ) L.. 12. 0 EAF-.: HOUR FACTOR 1 NORTHBOUND SOUTHBOUND, EASTBOUND WESTBOUND THRu -RIGHT 216 3 00 763 627 LEFT ti",9 S Cr 0 LEFT TURN CHECK NORTHBOUND INPUT VOLUME .353+ ADJUSTED VOL 39 CAPA CITY c=}' MOVEMENT N/A SOUTHSOUND 1.9 EASTBOUND 122 423.1:36 Oh:: F, ?=ti e C) B rc r I r"i 0 a 14 E- 0 F= F•= C,- FR '7" -T" Q ofi L._ M C) V LEE 1 J . PA o L- `,e is B r ' r = - Z 13 " M L__ C 3 (3 1 FE F t" 1 t L_. -T'" DATE . 9/9/87 LEVEL OF SERVICE D SATLJF'AT I ON B . CRITICAL N/S VOL CRITICAL E/W VOL " CRITICAL SUM 1 w'C38 x * . •;- x * a t• # =, w as LANE GEOMETRY NOR TH13r".JUND SOUTi 1BCUND EASTBOUND WESTBOUND LANE MOV WIDTH NOV WIDTH MDR WIDTH 1OV WIDTH 1. RT. I C ra T .. 1 ' . r+ 4 L. 12.0 4 . . . 11 w .. 6 NORTHBOUND T RAFF IC VOLUMES LEF=.tTHRU RIGHT 120 NORTHBOUND SOUTHBOUND ^1,6 299 :539 6 TR!JC1<S t 7 LOCAL NOR THBOUND 5 3OL1THBOUND EASTBOUND J WESTBOUND 5 NORTHBOUND PHASING N/S ;'.-'w HEAVIEST TURN PROTECTED E/W -1. NEITHER TURN PROTECTED PEDESTRIAN ACTI VITY 1. 0 99 (#F'EDS /HR) CYCLE LENGTH 80 SECONDS CRITICAL LANE VOLUMES BY MO VEMENT THRU -RIGHT LEFT I krFTUT VOLUME AO;JLISTED VOL CA PAC I TY MOVEMENT 353•M 39 RT, 1.. i;>RT. J; 113. T., 12.1) Ta 12_O 1-..0 12. 0 SOU I HEOUND EASTBOUND LEFT TURN CHECK 920 60 #/HP) I I EASTE UND WESTBOUND 750 60 9 , 0 0 SOUTHBOUND EASTBOUND 1 35 .} 0 422 141 M,A OK OK ,T . w +. 0 I ki ",L. WESTBOUND PEAL '='. HOUR FACTOR (INCLUDES BOLSA MCA) DATE: 9/,'/87 LEVEL OF SERVICE SATURATION I E3 -qr f.., CRITICAL. CRITICAL. 'CRITICAL N/S VOL E/W VOL SUM 1. 14 41-= N ai r"rtir7i rtx . ,f*k4• sEr;Ei'rR**. ******3'rX .K..y;..&;i3E•ys94 LANE GEOMETRY LANE NORTH1iOUND r 0V WIDTH COUTHDOUNI) M'JV WIDTH F,T 15.0 T.. 12.0 RT.I .,:i L... 1 12. <.. . • N N 4 N . . i Y Y 6 NORTHBOUND TRAFFIC VOLUMES SOUTHBOUND ..EFT 1 *_rr15 THRU 310 190 RIGHT 120 115 EAST 1$O1.,1N1`t NOV WIDTH RT, 15.s •N T T. 12.0 L.. 1'2.0 (BOUND TRUCh IS {f) LOCAL BUSES 'N#/HR) NORTHBOUND 5 SOUTHBOUND C EASTBOUND WESTBOUND PHASING N/S -2. PEDESTRIAN E/W ACTIVITY : I N HEAVIEST TURN PROTECTED NEITHER TURN PROTECTED I. C),- 99 (#PEDS/HR) CYCLE LENGTH 20 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND THRU -RIGHT LEFT 215 295 NORTHBOUND LEFT TURN CHECK SOUTHBOUND, INPUT VOLUME :7,50 1 :5E ADJUSTED VOL_3.=t 6 0 CAPACITY 0 414 EASTBOUND 509 t FNFD J Ei WESTBOUND MOV WIDTH MOVEMENT' .N/A - OK Fy i^. F:Z -E pc 1',J ; e C:) ._.T g,I f%J U"-. F:;Z C3 r-- ^'sF:< I T I C df4 Y-- Q"Y 'Wq N'i LE ^ - A9 *i A L. ." r3 I ED ..^'' EB E: 'i g-6 if -A M 4c3 N G -T ! FF M E=:"F=• L._ 1 (d'- A 1``F (INCLUDES 3 L A C HCA) DATE- 9/9/87 LANE LEVEL OF SERVICE SATURATION ID '` :- CR,TICA L N/S VO L ::5r-7, CRI"i`VCCAL E/OWi CRITICAL SUM L 1 5( LANE GiONETRY NURTTHROlJNT)OUT{- BOUN)EASTBOUND 'WESTBOUND MOV WIDTH 1 "JDV WIDTH MOV WIDTH MO'WIDTH RT.R T 15.1)RT.ID. r R'T.15.o T.12. 0 L. .1'2.o r. .12.0 T. .12.0 L.12.0 ••T.1 ^ .:y T. .12 lYyL. .1:a'. 0 M v +1 r w •• Y .. Y u $ v n • •.. - M n• Y 1. Y TRAFFIC VOLUMES LEFT THR U RIGHT 1,,:5 190 TRUCKS (%) LOCAL.. BUSES (#/HR) NORTHBOUND a SOUTHBOUND 5 EASTBOUND WESTBOUND p. ' 2245 260 'HAS I NS N/S t.21. HEAVIEST TURN PROTECTED E/W .-I. NEITHER TURN PROTECTED PEDESTRIAN ACTIVITY 1. 0 - 99 (#PEDS/HR1 CYCLE LENGTH 80 SECONDS CRITICAL LANE VOLU I NPUT VOLUME, AD3USTED VOL CAPACI'!`y MOVEMENT" NORTHBOUND SOUTHROUND EASTBOUND 33.6 00 0 0 2 15 ,303 863 785 ES BY MOVEMENT WESTBOUND b..85 2170 95 UR FACTOR NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND LEFT' TURN CHECK NORTHBOUND SOUTHBOUND EASTBOUND ,SAM? 15 125 Z-,C> Q 424 78 N/A OK OK W gn F- p q E F: ic- / (3 A {"1 ink Fi L_ D r - C3 -F E:-:07'' fA L_. ... J (INCLUDES BOLSA CH CA) DATE; 9/9/87 LEVEL OF SERVICE SATURATION E3 CRITICAL N/S VOL qS-.t; CRITICAL E/W VOL S CRITICAL SUM :d. Z4- ' : " # t'}i' 3`t' -F= x •••i6 •ii• Y: r. •i •ii• 3i• #• `i- $t• r• fir', -ic• 3Y• a' -ik -- •i' x ^$r icrr ti'r v tiff LANE GEOMETRY NOR 'L iiDIJ N I) Sou 'f L it NO EA 3 r' BC:J1 iL'agl LANE MOV WID TH MOV U I D t 1-I .L;U -lll .E LEF"I I' HRU RIGHT RT I c;. t:= 1..- U 12.C) NORTHBOUND RT. .L., _. 1 ...:= T.A 1.2. 0 L._. 121 t:f SOu `i HSOUND 190 120 TRUC_L.:.S ( I LOCAL NORTHBOUND S SOUTHBOUND EASTBOUND 5 WESTBOUND 5 EASTE..-) UND ISES (#/H R)PE PHASING N/S :2. HEAVIEST TURN PROTECTED E/W : 1 . NEITHER TURN PROTECTED PEDESTRIAN ACTIVITY 1. wa - 'q (#PEDS/HRH CYCLE LENGTH 80 SECONDS CRITICAL LANE VOLUMES BY MOVEMENT NORTHBOUND SOUTHBOUND THP' ' •-R I CHT 215 LEFT ._ 6 LEFT TURN CHECK NORTHBOUND INPUT VOLUME 350 ADJUSTED VOL 336 CAPACITY 0 MOVEMENT N/A TBOUND 6118 SOUTHBOUN D EASTBO(.UNL C' 0 424 So OF..:OK WES'T OU,*4 t-10V WIDTH RT. 15 0 I . 12.O T. 12.0 WESTBOUND as 2150 5 UR FACTOR c ii=i," Z `Y" c d K i 4 l a '`? its 1 d'-=i t 4 V ". t,• I AA IN;sE C-14 'C C A;-•l `%p' L- ll` IGo T'E€ . 4 "L-`r (INCLUDES BOLSA C CA) DATEa 9/9/87 LEVEL OF SERVICE I SATI,.IFtiri°f" I ONa. p" CRITICAL. N / S VOL 'LCRITICAL E/W VOL -i- CRITICAL SUM 1-4 S A *****•*db Y i ii S it ih #• is 3tr i ¢ 3r3r4• W?tiE k 1 *' *** NOR IH F'lt frr LANE MOV WIDTH n 1'. 12 . ':> L. 12 LANE GEOMETRY %t.:U I Hi::.1f_fi`< D W1L)IH E A fTI' FII JNI? MOV WIDTH WESTBOUND NOV WIDTH k,' I .1 i .Cr R 1 `:`a r RT. J. 5s O L . k 1 . 0 T T. . L.A. 0 T. . 12. Q L.. 12. f) T ;(lsi :" I C VOLUMES NORTHB OUND S[JU-EHI:3UIJNr) LEFT ,•r" ,1 , ''=, THRU J i.7 190 RIGHT 1^0 12 THRU --R I GIP LEFT INPUT VOLUME ADJU,'iTE0, VOL_ CAPACITY MOVEMENT SOUTHBOUND TRUCKS '":.? LOCAL BLSES 4/F1f;D PEAT NORTHBOUND 115 „Sow IF=BOUND EA STBOUNI) WESTnouivtD 5 F'HASII'll G N/S :2. HEc'WIEST TURN PROTECTED E / W :1. NE I TI-IER TURN PROTECTED PEDESTRIAN ACTIVITY y1. 0 99 (#F" DS/hK) t,YCLE LENGTH 8O SECONDS CRITICAL LANE VOLUIIES BY MOVEMENT NOR''"' IBOUND SOUTHBOUND EASTBOUND 2 15 3 r.M1t 84637.6 Gr 0 LEFT TURN CHECK NORTHBOUND 336 0 N/A u Y ASTEIOUND 2IS'?5 :60 S TDOUNI: OUR FACTOR I 1 STBOUND WESTBOUND 13 5 1 „'fix 85 , OKOK' OK