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8/12/2019 Barclays Center Post-Opening Traffic Study Findings, Feb. 24, 2014
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Barclays Center:Post-Opening Traf f ic Study Find ings
February 24, 2014
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Goals
Goal: To evaluate the effect of arena event vehicle traffic on the area
roadway network.
Pre-Opening (2012) Condition
To establish a baseline of traffic conditions in the
arena study area.
Post-Opening (2013) Condition To measure the effects of arena operations.
Draft scope presented to Atlantic Yards Transportation Working
Group March 8, 2012.
Public comments received through March 22, 2012.
Final scope established by NYCDOT and published on ESD website
on April 5, 2012.
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Study Scope
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Intersection Counts
Study Intersection (56)
Vehicle Movements
Pedestrian Crossings
Bicycles
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Automatic Traffic Recorders (ATRs)
ATR Location (52)
Continuous Count of Vehicle Volumes
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Vehicle Travel Time Runs
3
1
6
5
4 2
7
Travel Time Route (7)
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Data Collection
Pre-Opening (2012) Condition
Intersection Counts/Travel Time Runs
o Saturday, June 2
o Thursday, June 7
ATRs
o Saturday, June 2 through Sunday, June 10
Post-Opening (2013) Condition
Intersection Counts/Travel Time Runs
o Nets vs. Bobcats: Saturday, April 6 (attendance: 15,585)
o Nets vs. 76ers: Tuesday, April 9 (attendance: 15,000)
ATRs
o Wednesday, April 3 through Tuesday, April 16
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1. Because the weekday game ended earlier than anticipated, the post-event peak hour analyzed for the Post-Opening (2013) Condition
was shifted 30 minutes earlier to capture the peak fan departure period.
Analysis
Analysis Hours
Pre-Opening (2012) Post-Opening (2013)
Weekday Pre-Event Peak Hour 7:00 PM
8:00 PM 7:00 PM
8:00 PM
Weekday Post-Event Peak Hour 10:00 PM 11:00 PM 9:30 PM 10:30 PM1
Saturday Pre-Event Peak Hour 7:00 PM 8:00 PM 7:00 PM 8:00 PM
Saturday Post-Event Peak Hour 10:00 PM 11:00 PM 10:00 PM 11:00 PM
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Analysis
Approach and Lane Group Impact Criteria
Pre-Opening (2012) Condition LOS CEQR Threshold for Significant Impact1
LOS A, B, or C LOS exceeds mid-D
LOS D LOS exceeds mid-D & Delay increased by 5.0 or more seconds
LOS E Delay increased by 4.0 or more seconds
LOS F Delay increased by 3.0 or more seconds
1. CEQR Technical Manual, Page 16-52 (2012)
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Findings
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Change from 2012 to 2013: Weekday Pre-Event Peak Hour
Unimpacted Intersection (45)
Intersection with Impacted Lane Group in 2013: LOS D (5)
Intersection with Impacted Lane Group in 2013: LOS E (3)
Intersection with Impacted Lane Group in 2013: LOS F (3)
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Change from 2012 to 2013: Weekday Post-Event Peak Hour
Unimpacted Intersection (45)
Intersection with Impacted Lane Group in 2013: LOS D (0)
Intersection with Impacted Lane Group in 2013: LOS E (3)
Intersection with Impacted Lane Group in 2013: LOS F (0)
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Change from 2012 to 2013: Saturday Pre-Event Peak Hour
Unimpacted Intersection (45)
Intersection with Impacted Lane Group in 2013: LOS D (3)
Intersection with Impacted Lane Group in 2013: LOS E (6)
Intersection with Impacted Lane Group in 2013: LOS F (3)
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Change from 2012 to 2013: Saturday Post-Event Peak Hour
Unimpacted Intersection (45)
Intersection with Impacted Lane Group in 2013: LOS D (3)
Intersection with Impacted Lane Group in 2013: LOS E (1)
Intersection with Impacted Lane Group in 2013: LOS F (0)
Ch f 2012 2013 W kd P E P k H
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Change from 2012 to 2013: Weekday Pre-Event Peak Hour
Ch f 2012 t 2013 W kd P t E t P k H
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Change from 2012 to 2013: Weekday Post-Event Peak Hour
Ch f 2012 t 2013 S t d P E t P k H
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Change from 2012 to 2013: Saturday Pre-Event Peak Hour
Ch f 2012 t 2013 S t d P t E t P k H
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Change from 2012 to 2013: Saturday Post-Event Peak Hour
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Impro vement Measures
I t M Atl ti A d N i St t
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Improvement Measures: Atlantic Ave and Nevins Street
Stripe left-turn
bay
No Standing
Anytime
regulation
Improvement Measures: Flatbush Ave and Fourth Ave
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Improvement Measures: Flatbush Ave and Fourth Ave
Re-stripe through
lane as shared
through-right lane
Peg-a-track markings
Improvement Measures: Flatbush Ave and Pacific Street
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Improvement Measures: Flatbush Ave and Pacific Street
Replace left turn bay with curbside parking
Improvement Measures: Carlton Ave and Dean Street
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Improvement Measures: Carlton Ave and Dean Street
Replace left turn lane with curbside parking
Bike markings through intersection
Improvement Measures: Signal Timing Changes
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Improvement Measures: Signal Timing Changes
Signal Timing Change Location (2)
Shift 3 seconds from
Vanderbilt Ave to Dean St
Shift 2 seconds from
Carlton Ave to Dean St