springfield gardens/south jamaica transportation … pm presentation... · draft final report final...
TRANSCRIPT
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SPRINGFIELD GARDENS/SOUTH JAMAICA
TRANSPORTATION STUDY
PUBLIC MEETING – MAY 13, 2019
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1STUDY OVERVIEW
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STUDY GOAL & OBJECTIVES
Goal:
The goal of the study is to improve travel conditions for all street users and to
enhance the quality of life of people who live, work, and visit the area.
Objectives:
• Analyze existing and future traffic and travel conditions (demand/characteristics);
• Facilitate extensive community participation; and
• Develop improvement measures to address traffic/transportation issues and
community concerns.
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STUDY PROCESS
Data Collection
Study Initiation & Scope of Work
Existing Conditions Analysis
(Problem Identification & Short Term
Recommendations)
Future Conditions Analysis
& Long Term Recommendations
Community Input
Develop and Evaluate
Improvement
Measures
Draft Final Report
Final
Report
We are
here
Meetings
Presentations
Web Portal/E-mails
Project Development,
Design and
Implementation
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DOWNTOWN JAMAICA
TRANSPORTATION STUDY
N Conduit Av
Legend
Springfield Gardens/S. Jamaica Study Boundary
Springfield Gardens/JFK Study Boundary
Downtown Jamaica Transportation Study
CR
OS
S IS
LA
ND
PK
WY
SPRINGFIELD GARDENS/
JFK TRANSP.STUDY
(Completed)
BELT PKWY
JFK
N
SPRINGFIELD GARDENS/
SOUTH JAMAICA
TRANSPORTATION STUDY
STUDY AREA IN REGIONAL CONTEXT
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2EXISTING & FUTURE
CONDITIONS ANALYSIS
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STUDY AREA BOUNDARIES
CD12CD13
Expressway/Parkway
Major Arterial
Local Connector
Community District Boundary
Legend
N
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Existing & Future Conditions:
• Demographics
• Zoning & Land Use
• Traffic
• Goods Movement/Trucks
• Pedestrians & Bicycles
• Safety/Crashes
• Parking
• Public Transit
SUBJECTS OF ANALYSIS
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DEMOGRAPHICS & SOCIO-ECONOMIC DATA
2015 Demographics:
• Household Size: 3.0
• Median Household Income: $61,749
• 73% Households have at least one vehicle
59,254
58,857
59,447
60,155 60,286
58,500
59,000
59,500
60,000
60,500
2000 2010 2015 2020 2025
Population
Journey to Work by Mode
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nyc.gov/dot 10(PM – Worst Peak Period)
TRAFFIC: VEHICULAR VOLUMES (PM PEAK)
Corridors with Highest Traffic Volumes:
• N. Conduit Ave
• Rockaway Blvd
• Merrick Blvd
Legend
Approach Volume
High Volume (1000+)
905
1785
740
1970
N
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TRAFFIC: INTERSECTION APPROACH LOS (PM)
N
Legend
LOS F (80+ secs of delay)
LOS E (55-80 secs of delay)
(PM - Worst Peak Period)
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TRUCK ROUTES
N
Through Truck route
Local Truck Route
Industrial / JFK IBID
Commercial
Study Area boundary
Legend
JFK
IBID
JFK
IBID
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PEDESTRIAN VOLUME (AM PEAK)
(AM - Highest Peak Period)
630
515
365
300
350
530
300
Pedestrian Volume
> 300
100 - 300
< 100
N
High pedestrian volumes correspond to trip
generating land uses (Schools, Transit
Hubs/stations, Commercial uses, Parks)
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SAFETY / CRASH LOCATIONS
2014(M)
2014(M)
2015(P)
2015(P)
2015(M)
2015(M)2015(P)
2017(M)
2017(M)
2018(P)
2019(P)
2012(P)
2012(M)
2012(M)
2013(P)
2013(P)
Vision Zero Priority Corridor (2)
Vision Zero Priority Intersection (3)
High Crash Location (3)
Fatality 2012-2019 (16)
(M- Motorist, P- Pedestrian, B- Bicyclist)
N
Legend
2012-2015 Average 3 fatalities per year
2016-2019 Average 1 fatality per year (after Vision Zero Plan initiated)
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ON-STREET PARKING UTILIZATION
Focus Area 1
> 95%
80 – 95%
< 80%
Metered Parking
Focus Area
Parking Utilization
Major Corridors – 83% (AM) | 85% (PM)
Focus Area 1 (Industrial) – 85% | 88%
Focus Area 2 (LIRR) – 92% | 95%
Focus Area 3 (LIRR) – 94% | 96%
Focus Area 2
Focus Area 3
N
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PUBLIC TRANSIT NETWORK
LIRR
LIRR
Legend
Bus route (11)
LIRR line/station (2)
3
N
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WEEKDAY BUS RIDERSHIP
0
2,000
4,000
6,000
8,000
10,000
12,000
14,000
Q3 Q5 Q6 Q7 Q77 Q85 Q111 Q113 Q114 X63 QM21
Top 4 Bus Ridership Routes & O&D:
Q111: Jamaica to/from Rosedale
Q85/Q5: Jamaica to/from Rosedale/Green Acres
Q6: Jamaica to/from JFK
Q113: Jamaica to/from Five Towns & Far Rockaway
Tra
ve
lers
pe
r d
ay
Bus lines (Passing through Study Area)
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3ISSUES / FINDINGS
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ISSUES:
• 6 congested corridors (Merrick, Sutphin, Guy R. Brewer, Baisley, Farmers, & Rockaway Blvds);
• 25 intersection approaches with LOS E & F;
• 3 high crash locations & 16 fatalities (2012-19);
• 3 narrow streets operating as two-way with parking on both curbs; and
• High curb utilization along commercial strips (truck loading/unloading activity, double
parking);
COMMUNITY INPUT:
• Trucks activity on some corridors/local streets (double parking, loading/unloading);
• High parking demand on some commercial corridors & local streets;
• Requests for traffic control (Stop signs, signals);
• Safety issues at Smith Street/165th Street;
• Bus routes with service provision issues (delays, lateness, overcrowding);
• Need for streetscape/greenery enhancement;
• Inadequate street lighting; and
• Need for better traffic enforcement.
ISSUES / FINDINGS
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SYNTHESIS OF ISSUES - CORRIDORS
LIRR Stations contribute to pedestrian trips and high parking demand
Congestion
Safety
High Curb Usage
LIRR Station Area
N
Legend
20
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SYNTHESIS OF ISSUES - INTERSECTIONS
18 Intersections w 1+ Approach LOS E
5 Intersections w 1+ Approach LOS F
7 Intersections+ 300 Pedestrian AM Volume
4 VZ/HC Intersections
3 Approaches E/F
2 Approaches E/F
1 Approach E/F
EF
+ 300 Pedestrians (AM)
VZ/HC Intersection
Legend
N
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4DOT INITIATIVES &
PRELIMINARY RECOMMENDATIONS
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OTHER INITIATIVES
N
Implemented/or to be implemented:
Street Improvement Project
Intersection improvement
Signal re-timing corridor
Bus Priority Candidate
Bicycle lane
All-Way Stop Control
Installed traffic signal
Truck routeS
S
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PRELIMINARY RECOMMENDATIONS
N
Potential locations for improvement:
Corridor / Intersection (14)
Signal timing adjustment (7)
One-way Conversion (3)
Parking regulation change (22)
Bus Stop relocation (2)
Truck route (1)
/S
S
S
S
S
S
D: Intersection Improvement-
Foch Blvd & 167/Smith Sts
A: Corridor Improvement-
Baisley Blvd
B/C: Area of Improvement-
Laurelton LIRR Station
JFK
S
S
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BAISLEY BLVD SAFETY IMPROVEMENTS
N
See detail A
Potential improvement:
Corridor
Intersection (3)
Signal timing modification (3)
One-way Conversion (1)
Parking regulation change (4)
Loading/unloading zone (1)
S
S
S
S
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A: BAISLEY BLVD SAFETY IMPROVEMENTS
26
Proposal:
• Restrict parking on South curb
• Restripe 2 travel lanes EB
Proposal:
• Install pedestrian refuge;
• Create WB left turn lane;
• Restrict parking on North curb
Proposal:
• Restripe to separate EB movements for
Farmers Blvd & 125th Ave
• Install 2 neckdowns to shorten crosswalks
• Mark peg-a-tracks (EB/WB)
Existing
Proposed
Issues:
• Complex multi-leg intersection
• Wide roadway (EB approach) with no
channelization
• Long crosswalks
Issues:
• Lacking time for EB left turns awaiting gap from
WB through movement
• Roadway narrows at underpass (only 1 travel lane)
Issues:
• Congestion on EB/WB approaches
(WB LT phase exists but no
designated LT lane)
• High crash location (5 peds-2013)
• Adjacent to PS 354; long
crosswalks
PS 354
LIRR
Overpass
Playground
LIRR
Overpass
PS 354
Playground
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LAURELTON LIRR STATION SAFETY
IMPROVEMENTS
Potential locations for improvement:
LIRR Station Area
Intersection
Request for All-Way Stop
One-way Conversion
Parking regulation change
N
N Conduit Av
See detail C
See detail B
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B: 225 ST BET 143 & N. CONDUIT AVENUES
Potential improvements:
• Restrict WB RT at 225th St
• Install HV crosswalks/ADA ramps
• Add south-leg crosswalk on N.
Conduit Ave
• Close slip ramp bet. N. Conduit &
143rd Aves
Issues:
• Vision Zero Priority Intersection
• Marked WB TR lane on N.
Conduit Ave at 225th St
• Mid-block slip ramp of no
operational use
Existing
Proposed
28
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C: 141ST AV BET. 224TH & 225TH STS
Proposed
Issues:
• Wide un-restriped
roadway on 141st Av
• Missing crosswalks
Potential improvements:
• Restripe flush median
on 161st Ave for traffic
calming/safety
• Restripe intersection for
NB/SB approaches &
install crosswalks/ADA
ramps
Existing
29
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D: FOCH BLVD & 167/SMITH STS SAFETY
IMPROVEMENTSIssues:
• Intersection is near PS 140
• 167th Street (north-leg) is wide and
unstriped
• Long crosswalks (north X-walk - 57’)
Potential Improvements:
• Stripe 167th Street (north leg)
• Construct neckdown in northeast
corner to shorten crosswalks
• Mark peg-a-track on Foch Blvd
PS 140 - 1 block north
at 116th Av & 167 St
30
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Street segments selected for potential one-way conversion
ONE-WAY CONVERSIONS
N
Legend
Potential One-way Conversion
Study Area Boundary
161st Pl btw
Baisley Blvd & 222nd St
Smith St btw
165th St & 120th Ave
Prospect Ct btw
225th & 224th Sts1
3
2
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1. ONE-WAY CONVERSION – PROSPECT CT
Proposed
Existing: Prospect Ct, looking SB
N Conduit Ave
Issues:
• Prospect Ct bet. 224th & 225th Streets is 24’ wide and operates as two-
way with parking on both curbs.
• Street is adjacent to LIRR station with high parking demand.
Proposal:
• Convert Prospect Ct to one-way NB from 225th to 224th Streets
Existing: Prospect Ct, looking NB
24’
Existing
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2. ONE-WAY CONVERSION – 161ST PLIssues:
• 161st Pl bet. Baisley Blvd & 222nd Street is 24’ wide and operates as
two-way with parking on both curbs (no regulations).
• Street has high parking demand near commercial facilities.
Proposal:
• Convert 161st Pl to one-way NB from Baisley Blvd to 222nd St
Existing: 161st Pl, looking NB
Existing: 161st Pl, looking SB
Existing
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3. ONE-WAY CONVERSION – SMITH ST
Issues:
• Merging conflicts and roadway segment narrows to 20’ at
convergence of Smith St at 165 St (mid-block), both streets operate
as two-way with parking on both curbs.
Proposal:
• Convert Smith St to one-way NB, ½ block from 165th Street and
restripe SB to make RT lane at convergence point.
Proposed
Existing: Smith St, looking SB
Existing: 165th & Smith Sts, looking NB
32’
20’
Existing
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ONE-WAY STREET CONVERSION - SMITH ST
Existing Proposed
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PROPOSED PARKING CHANGES
N
Legend
Parking regulation change (Capacity/Visibility)
Loading/unloading zone
Study Area boundary
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5NEXT STEPS
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Develop Street Improvement Projects
Finalize Report
Implementation
38
NEXT STEPS
38
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NYCDOT nyc_dot nyc_dot NYCDOT
Questions?
THANK YOU!