HomeMy WebLinkAboutGeneral Plan Amendment GPA1986002 - Meadowlark Airport Site Traffic Impact Study March 1987C,sj t4 ,/
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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.
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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