HomeMy WebLinkAboutAppendix B Additional Queue Analysis.City rev3
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LSA ASSOCIATES, INC.
20 EXECUTIVE PARK, SUITE 200
IRVINE, CALIFORNIA 92614
949.553.0666 TEL
949.553.8076 FAX
BERKELEY
CARLSBAD
FRESNO
PALM SPRINGS
PT. RICHMOND
RIVERSIDE
ROCKLIN
SAN LUIS OBISPO
PLANNING ENVIRONMENTAL SCIENCES DESIGN
April 6, 2016
Bill Estenger, PE
Jones Lang LaSalle
4 Park Plaza, Suite 900
Irvine, CA 92614
Subject: Revised Health Club within the Shops at Rossmoor Expanded Queuing Assessment
Dear Mr. Estenger:
LSA Associates, Inc. (LSA) is pleased to submit this revised queuing assessment that evaluates the
effectiveness of potential intersection improvements based on the expansion of the Shops at
Rossmoor to include a health club facility. This supplemental analysis has been prepared based on
discussions with City of Seal Beach (City) staff as a result of their review of the traffic study that was
prepared for the project, (Health Club within the Shops at Rossmoor Traffic Analysis, LSA, 2015).
Specifically, potential improvements to the City intersections of Seal Beach Boulevard/Rossmoor
Center Way, Seal Beach Boulevard/Town Center Drive and Internal Driveways/Rossmoor Center
Way have been assessed. The improvements include physical (added turn lanes) and/or operational
changes (e.g., signal timing changes and signal phasing changes). This revised assessment includes
new data provided by the City for signal timing that was implemented in March 2016.
This assessment was based on existing signal timing data sent by the City of Seal Beach and the City
of Los Alamitos staff. The assessment has been conducted for the following scenarios:
Existing Geometrics with existing signal timing
Existing Geometrics with optimized signal timing and signal phase changes
Dual northbound left turns at Seal Beach Boulevard/Town Center Drive
VOLUME DEVELOPMENT AND METHODOLOGY
Traffic volumes assessed in this effort are consistent with those presented in the traffic analysis. The
analysis evaluates typical weekday a.m. and p.m. peak hours as well as the Saturday midday peak
hour.
Turn-pocket queuing and intersection performance have been conducted using Synchro Version 9.1
and SimTraffic Version 9.1 software. Signalized and unsignalized intersection performance has been
analyzed by calculating delay experienced by vehicles using methods published in the Highway
Capacity Manual (HCM).
Synchro is a software tool that can determine (macro level) levels of service (LOS) and delays
according to methods consistent with the HCM methodology and has been utilized in this assessment
to analyze intersection and arterial performance.
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LSA ASSOCIATES, INC.
SimTraffic is a microsimulation tool that builds on the operational data analyzed by Synchro and adds
elements of randomization as it produces simulations of traffic moving through the modeled roadway
network. Due to the geometric specificities unique to the study area that are reflected in the model
and the elements of randomization produced by the simulation of discrete vehicle behavior,
SimTraffic can provide a more extensive look at traffic conditions such as queuing at intersections. As
such, SimTraffic has been utilized to simulate 95th percentile queues at the study intersection turn
pockets. The 95th percentile queues presented by SimTraffic represent the highest 95th percentile of
queues observed within the traffic simulation. As such, the 95th percentile queue does not represent
the anticipated average queue lengths, but rather a conservative “worst-case” queue based on the
worst 95th percentile.
The operational analysis conducted by the Synchro and SimTraffic software packages utilizes factors
such as signal timing and the interaction with adjacent intersections. In order to take into account the
potential effect, if any, of operational timing alternatives of the study area intersections along the Seal
Beach Boulevard corridor, the following intersections were incorporated in this assessment:
Seal Beach Boulevard/St. Cloud Drive;
Seal Beach Boulevard/Town Center Drive;
Seal Beach Boulevard/Rossmoor Center Way;
Seal Beach Boulevard/Bradbury Road;
Los Alamitos Boulevard/Orangewood Avenue;
Los Alamitos Boulevard/Farquhar Avenue; and
Los Alamitos Boulevard/Katella Avenue.
The intersections along Los Alamitos Boulevard were taken into consideration due to concerns of
City staff regarding potential effects on the coordination of the corridor. These specific intersections
were selected based on their inclusion as study area intersections in the City of Los Alamitos General
Plan: Mobility and Circulation Element (Placeworks, March 2015). According to signal timing
information provided by the City in March 2016, the preferred signal timing cycle length for the
signalized intersections along Seal Beach Boulevard between St. Cloud Drive and Rossmoor Center
Way is 120 seconds per cycle. Signal timing information north of Rossmoor Center Way along Seal
Beach Boulevard/Los Alamitos Boulevard up to Katella Avenue was previously obtained from the
Cities of Seal Beach and Los Alamitos. In an effort to maintain the existing north-south coordination
along Seal Beach Boulevard/Los Alamitos Boulevard, the various improvements assessed in this
effort have maintained the existing cycle lengths at all signalized intersections along Seal Beach
Boulevard/Los Alamitos Boulevard south of Katella Avenue. Existing signal timings were optimized
for the existing traffic volumes and lane geometrics. Proposed improvements included signal phasing
modifications performed with an objective of minimizing turn-pocket queues while simultaneously
maintaining acceptable LOS “D or better” (consistent with standards utilized in the traffic analysis) at
each of the study intersections. The signal timings and phasings were also adjusted to optimize the
northbound and southbound arterial segment performance of Seal Beach Boulevard/Los Alamitos
Boulevard.
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LSA ASSOCIATES, INC.
As shown in Table A (attached), the existing northbound left-turn pocket at the intersection of Seal
Beach Boulevard/Rossmoor Center Way currently provides approximately 105 feet (ft) of storage
while the existing northbound left-turn pocket at the intersection of Seal Beach Boulevard/Town
Center Drive currently provides approximately 180 ft of storage. In addition, the segment of
Rossmoor Center Way east of the internal driveway within the Shops at Rossmoor and west of Seal
Beach Boulevard is approximately 230 ft.
EXISTING INTERSECTION OPERATIONS
The anticipated queues and their respective peak-hour intersection LOS for each of the scenarios
listed above are summarized in Table A. Turn-pocket queuing, HCM intersection LOS worksheets,
and HCM arterial segment LOS worksheets are provided in Attachments A, B, and C, respectively.
The existing conditions of the study intersections and related queue lengths found in Table A are
discussed below.
Existing Signal Timing
The existing signal timing scenario provides a baseline for turn-pocket queues and intersection
operations from which all potential improvements can be compared. The signal timings utilized in
this scenario are based on the signal timing inputs provided by the Cities of Seal Beach and Los
Alamitos for each of the study intersections and then optimized in a manner to prioritize overall
intersection operations and arterial performance over queuing issues at turn pockets.
In an effort to demonstrate potential increases in queues and intersection delay, two sets of conditions
have been presented for this scenario. The Existing with Full Occupancy conditions represent a
without project condition while the Existing with Full Occupancy plus Project conditions represent
anticipated conditions inclusive of the proposed health club. These conditions are consistent with
those analyzed in the traffic analysis.
A discussion of the existing intersection and queuing performance at each of the study intersections in
question is shown below:
Seal Beach Boulevard/Town Center Drive. As shown in Table A, the northbound left-turn
lane at this intersection is anticipated to experience queuing beyond the existing storage length
without and with the development of the proposed project. The 95th percentile queue for the
northbound left-turn lane is anticipated to exceed the current storage length by up to
approximately 110 ft without and with the development of the proposed project during the
Saturday midday peak hour.
Seal Beach Boulevard/Rossmoor Center Way. As shown in Table A, the northbound left-turn
lane at this intersection is anticipated to experience queuing beyond the existing storage length
without and with the development of the proposed project. The development of the project is
anticipated to result in no meaningful increase to the 95th percentile queue for the northbound left-
turn lane. The 95th percentile queue for the northbound left-turn lane is anticipated to exceed the
current storage length by up to approximately 95 ft without and with the development of the
proposed project during the Saturday midday peak hour. The development of the project is
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LSA ASSOCIATES, INC.
anticipated to result in an increase of the 95th percentile queue from 245 ft to 260 ft for the
eastbound left-turn lane at Seal Beach Boulevard/Rossmoor Center Way during the Saturday
midday peak hour. This represents a 30 ft overflow of the existing 230 ft eastbound left-turn lane,
or approximately one design vehicle length of 25 ft. This would not mean that vehicles are
necessarily queued in the middle of the intersection. It is more likely that outbound vehicles from
the northbound, southbound, and eastbound approaches at the internal intersection west of Seal
Beach Boulevard are waiting at their respective stop-controlled approaches for queued vehicles to
move onto Seal Beach Boulevard. These simulated queues are consistent with queues observed
during field visits made by LSA staff in March 2016.
Internal Driveway/Rossmoor Center Way. As shown in Table A, no queuing issues are
anticipated at the eastbound and westbound approaches regardless of the development of the
proposed project.
INTERSECTION IMPROVEMENT ALTERNATIVES
A discussion of the intersection operations and queuing performance associated with each of the
improvement alternatives assessed in this analysis are summarized below. LOS for northbound and
southbound through movements along the signalized intersections and arterial segments of Seal
Beach Boulevard/Los Alamitos Boulevard were optimized under all improvement alternatives where
optimization of the signal timings was performed. LOS worksheets detailing the performance of
northbound and southbound through movements along the signalized intersections and arterial
segments of Seal Beach Boulevard/Los Alamitos Boulevard are included in Attachments B and C,
respectively.
Optimized Signal Timing with Reservicing for Northbound Left Turns onto Town Center
Drive and Rossmoor Center Way
The optimized signal timing with reservicing for northbound left turns onto the Town Center Drive
and Rossmoor Center Way scenario is a proposed improvement scenario in which no geometric
improvements are implemented. Reservicing consists of allowing northbound left turns to occur twice
every cycle, by providing both a “lead” and a “lag” phase for the northbound left-turn movement
during periods of heavy queuing, such as the weekday p.m. peak hour and the Saturday midday peak
hour. As shown in Table A, this improvement can help reduce the peak-hour queues that currently
exceed provided storage lengths to below existing levels at the intersection of Seal Beach
Boulevard/Rossmoor Center Way (i.e., 208 ft) but not enough to eliminate the need to provide
additional queuing storage. In addition, LOS at the intersections along Los Alamitos Boulevard is not
affected by the proposed signal timing at Seal Beach Boulevard/Rossmoor Center Way.
As shown in Table A, the development of the project in conjunction with this improvement
alternative may add approximately 24 ft, or less than one 25 ft design vehicle, to the eastbound left-
turn lane at Seal Beach Boulevard/Rossmoor Center Way. This eastbound left-turn queue storage is
anticipated to be exceeded by the 95th percentile queue during one or more peak hours without or with
the project, regardless of timing alternative. As this 95th percentile queue never exceeds the provided
storage by 25 ft, or one design vehicle length, during the worst 5 percent of a peak hour
(approximately 3 times per peak hour), this excess queue is not considered significant.
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LSA ASSOCIATES, INC.
Dual Northbound Left Turns onto Town Center Drive
Dual northbound left-turn lanes at the intersection of Seal Beach Boulevard/Town Center Drive have
also been assessed in an effort to alleviate queuing issues that, as shown in Table A, currently exist
during the weekday p.m. and Saturday midday peak hours. Project traffic was not added to this access
point. Based on the location of the project, it would be a circuitous route for members of the health
club to drive into the retail center at Town Center Drive and traverse through several parking lots and
avoid pedestrians to arrive at the project site. Even if approximately 5–10 percent of project traffic
was to enter via Town Center Drive, this would represent only 4–8 inbound vehicles in a peak hour
which would not significantly affect the queuing at Seal Beach Boulevard/Town Center Drive.
As shown in Table A, the addition of a second northbound left-turn lane at Seal Beach Boulevard/
Town Center Drive will reduce the anticipated 95th percentile northbound left-turn queues to fit
within two 180 ft storage lanes. This improvement will not affect the northbound left-turn queues at
Seal Beach Boulevard/Rossmoor Center Way.
This improvement, however effective, is not recommended at this time due to the relative infrequency
of 95th percentile northbound left-turn queues exceeding the existing storage length and the requisite
need for additional right-of-way that currently does not exist.
QUEUING AT THE INTERNAL DRIVEWAY/ROSSMOOR CENTER WAY
Potential queuing issues at the internal driveway on Rossmoor Center Way related to the adjacent
proposed improvements at Seal Beach Boulevard/Rossmoor Center Way were also assessed in an
effort to identify any unforeseen internal queuing issues. As shown in Table A, eastbound queues on
the west leg of the intersection of Seal Beach Boulevard/Rossmoor Center Way are anticipated to be
adequately serviced under improvement scenarios in which two eastbound lanes are maintained.
CONCLUSION AND RECOMMENDATIONS
Based on the results of this assessment, the proposed retiming and reservicing of northbound left-turn
movements at the intersection of Seal Beach Boulevard/Rossmoor Center Way can reduce the
anticipated queues associated with the addition of the proposed project to approximately existing
queue lengths associated with existing traffic and existing signal timing. These northbound left-turn
queues are still anticipated to exceed the existing storage length by approximately 95 ft.
Improvements to provide sufficient storage to this northbound left-turn queue include the lengthening
of the existing northbound left-turn pocket to provide for approximately 200 ft of storage with or
without the reservicing of northbound left-turn movements. There is sufficient space to extend this
pocket to this length without modifying the unsignalized southbound left-turn pocket south of this
location.
Due to the anticipated need for extension of northbound left-turn lane storage at the intersection of
Seal Beach Boulevard/Rossmoor Center Way for all assessed alternatives (200 total feet of storage
without and with reservicing, the extension of the northbound left-turn storage lane at the intersection
of Seal Beach Boulevard/Rossmoor Center Way is recommended over the addition of a second
northbound left-turn lane due to the relative lack of interference with existing geometrics and
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LSA ASSOCIATES, INC.
consistency with length of other left-turn pockets south of Rossmoor Center Way along Seal Beach
Boulevard. The implementation of dual northbound left-turn lanes is not recommended due to the
relatively low left-turning volumes (200 in the Saturday midday peak hour) and likelihood of unequal
lane utilization. The Federal Highway Administration (FHWA) recommends consideration of dual
left-turn lanes when left-turn volumes exceed 300 vehicles per hour (assuming moderate levels of
opposing through traffic and adjacent street traffic) and discourages dual left-turn lanes where left-
turning vehicles are not expected to evenly distribute themselves among lanes (Signalized
Intersections: Informational Guide, FHWA, August 2004).
The northbound left-turn lane at the intersection of Seal Beach Boulevard/Rossmoor Center Way can
be extended to 250 ft of storage with a 90 ft transition. A storage length of 250 ft can be
accommodated without shortening the adjacent southbound left-turn lane storage with some restriping
of the southbound turn pocket. A storage length of 250 ft, or two vehicle design lengths beyond the
anticipated 95th percentile queue, is recommended in an effort to keep northbound left-turn queues out
of the northbound through lanes in the unlikely instances where the 95th percentile queues may be
exceeded. This length will not affect the storage length of the southbound left-turn pocket to the south
of this pocket. The transition/taper length of these back-to-back turn pockets can be shared. The
modified median will vary between 2 and 4 ft and may not be able to accommodate landscaping.
Dual northbound left-turn lanes are not recommended at this time for the intersection of Seal Beach
Boulevard/Town Center Drive due to the relative infrequency of 95th percentile northbound left-turn
queues exceeding the existing storage length.
I trust that you will find this information useful in your planning efforts. If you have any questions,
please call me at (949) 553-0666.
Sincerely,
LSA ASSOCIATES, INC.
Donson Liu
Transportation Engineer
Attachments: Table A: Site Access Queuing Summary
A: SimTraffic Turn Pocket Queuing Worksheets
B: Synchro Intersection LOS Worksheets
C: Synchro Arterial LOS Worksheets
REFERENCES
Federal Highway Administration. 2004. Signalized Intersections: Informational Guide. August.
LSA Associates, Inc. 2015. Health Club within The Shops at Rossmoor Traffic Analysis.
Placeworks. 2015. City of Los Alamitos General Plan: Mobility and Circulation Element.
LSA ASSOCIATES, INC.
Table A: Site Access Queuing Summary
P:\MPA1401\xls\Additional Queuing Assessment - Mar2016.xls\City Table A .
AM Delay LOS Delay LOS Delay LOS
NBL 180 61 186 291
NBL 105 102 201 208
EBL 230 139 232 245
EBTR 230 60 84 142
EBLT 190 48 54 48
EBTR 190 50 52 50
WBLTR 230 82 169 211
NBL 180 62 192 283
NBL 105 107 202 203
EBL 230 159 239 260
EBTR 230 71 121 188
EBLT 190 56 58 57
EBTR 190 48 54 56
WBLTR 230 89 187 224
NBL 180 62 245 230
NBL 105 107 186 196
EBL 230 159 249 254
EBTR 230 71 115 147
EBLT 190 56 61 59
EBTR 190 48 54 56
WBLTR 230 89 143 165
NBL 1 180 11 114 174
NBL 2 180 50 140 191
(Shade) = Exceeds existing storage length
Intersection Movement
Storage
Length
95th Percentile Queue (ft)
Intersection HCM Analysis
AM PM Sat Mid-day
PM Sat Mid-day
Existing (2014) with Full Occupancy
Existing Signal Timing
5 Seal Beach Boulevard/Town Center Drive 2.7 A 22.3 C 27.3 C
6 Seal Beach Boulevard/Rossmoor Center
Way 25.5 C 12.6 B 15.8 B
14 Internal Driveway/Rossmoor Center Way
8.7 A 11.9 B 16.4 C
Existing (2014) with Full Occupancy plus Project
Existing Signal Timing
5 Seal Beach Boulevard/Town Center Drive 2.7 A 19.1 B 27.3 C
6 Seal Beach Boulevard/Rossmoor Center
Way 25.7 C 13.4 B 16.6 B
14 Internal Driveway/Rossmoor Center Way
9.0 A 14.1 B 20.5 C
Optimized Signal Timing with Reservicing of Northbound Lefts at Rossmoor Center Way and Town Center Drive (P.M. and Saturday Mid-Day Only)
5 Seal Beach Boulevard/Town Center Drive1
2.7 A 20.7 C 33.5 C
C
6 Seal Beach Boulevard/Rossmoor Center
Way1
25.7 C 17.3 B
24.2
25.8 C
14 Internal Driveway/Rossmoor Center Way
9.0 A 14.1 B 20.5
C
Storage Length = Storage length as measured from stop bar to the end of lane striping, ft = feet, NB = northbound, EB = eastbound, L = left, T = through, R = right, NBL 1 = outside northbound
left-turn lane, NBL 2 = inside northbound left-turn lane.
1 Highway Capacity Manual (HCM) 2000 analysis results are presented at this location for this alternative as HCM 2010 methodology does not support non-National Electrical Manufacturers
Association (NEMA) phasing such as split phasing or reservicing.
Dual Northbound Lefts into Town Center Drive
5 Seal Beach Boulevard/Town Center Drive
2.6 A 10.8 B
LSA ASSOCIATES, INC.
A PRIL 2016
REVISED HEALTH CLUB WITHIN THE SHOPS AT ROSSMOOR
EXPANDED QUEUING ASSESSMENT
P:\MPA1401\TIA\Additional Queue Analysis.City rev3.docx «04/06/16»
ATTACHMENT A
SIMTRAFFIC TURN POCKET QUEUING WORKSHEETS
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