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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    2

    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