HomeMy WebLinkAbout1/23/17 PowerPoint - South Willamette Street Improvements
3/28/2017
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Pilot Study and Improvements
Chris Henry, PE, Transportation Planning Engineer
City of Eugene
1/23/2017
Eugene City Council Work Session
Eugene City Council Work Session1/23/2017
OverviewPlanning Project & Analysis
Planning Project & Analysis
Pilot Study Implementation
Preliminary Study Results
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Safe Access for EveryoneProject Background
PURPOSE:
Explore options for people to easily and safely
walk, bike, take the bus, or drive in an eight-block
study area from 24th to 32nd Avenues.
GOAL:
Help South Willamette Street become a vibrant
urban corridor accessible by bicycle, foot, car, and
bus.
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City Project CoordinationStudy Corridor
South Willamette Pavement Preservation
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~¾ Mile Segment
Pavement Preservation & Re-Striping Adjacent to Corridor (19thto
24th) ÏConstructed 2014
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Mix of land uses
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4 lanes north of 29 th Ave
South Willamette Street Improvement Plan
Street Design Concept for Capital Improvement Project Ï5 Year
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5 lanes near 29 th Ave Intersection
Horizon (2018 Pavement Preservation, Re-Striping & Sidewalks)
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3 lanes south of 29 th Ave
South Willamette Concept Plan
Land Use Planning for Compact Urban Development Ï20+ Year
Horizon
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Sidewalk EnvironmentPublic Involvement
Curbside sidewalks vary in
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width & condition
Utility pole obstructions
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Over 70 driveways
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Two bus lines
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Posted speed = 25 mph
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85percentile speed = 30 mph
th
•
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What We Heard
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Fix the drainage
3-Lane with
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Improve the sidewalk
environment (utilities, uneven
Bike Lanes
pavement)
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Better bicycle access
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Minimize negative impacts to
businesses (construction,
parking loss, traffic shift)
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Make it safer (speeding, turn
conflicts, bikes on sidewalks)
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Data & Analysis
Design Modification
Traffic Volume (~16,500 vpd)
th
at 29Ave
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Collisions (5.2 crashes/mvmt > Statewide ave.of 2.9)
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Maintain 2 Southbound
Origins & Destinations (~2/3 trips are local, ¼ thru)
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through lanes through to 32 nd
Ave
Intersection Operations (29Avenue key intersection)
th
•
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Minimize capacity reduction
Travel Time (3:00-3:30 with +30s delay expected)
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at 29 th Ave for p.m. peak
Queuing (approx. double)
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direction traffic (southbound)
Potential volume shift (100-500 vpdor ~1-3%)
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Corridor Case StudiesCase Study Outcomes Summary
Speeding Reduced
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Examples of 4-lane conversions to 3-lane on
Safety Improved
•
•
similar roadways
Increased Bicycle/Pedestrian Volume
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Little Traffic Volume Shift
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No Significant Operational Issues Reported
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Recommendation
Transportation Findings
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Safety Improvement (expect 30% crash
reduction)
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Improved Access for Bicycle and Pedestrian
Travel
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Acceptable Impact to Motor Vehicle Mobility
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Case Studies Indicate Successful Outcomes
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Highest Ranking Alternative in Criteria
Screening Evaluation
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Best Reflects Community Goals and Objectives
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Effects on Businesses
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ECONorthwestliterature review of similar lane
reconfigurations.
Pilot Study Implementation
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No direct evidence on business performance.
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Modest traffic impacts for urban arterials with <20,000
ADT.
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Commercial lease rates may change if ADT changes.
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No link shown for reduction in business visits or revenues.
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Increasing walk & bike trips associated with more frequent
business patronage but smaller per trip expenditures.
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Pre-ConstructionConstruction & Monitoring
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Right-of-way acquisition delays
Construction
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Administrative Order for driveway closures
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6 months (2/16-8/16)
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Utility Relocation
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$1.3M (~$750K Brown Const. +
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Rebid project
Materials/Equipment + Inspection)
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Initial bid response too high
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Monitoring additional $150K
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Re-scoped project, materials purchase,
timing of bid, and schedule
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Business AccessPavement Condition
Maintained access to businesses
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Traffic control
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Business open signs
Communication
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Letters
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In-person
Time of day
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Signals & striping at night
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Concrete hardscape in daytime
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DrainageDriveway Lips
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Driveway LipsRoadway Widening
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Roadway WideningBusiness Access
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Traffic SignalsTraffic Signals
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Traffic SignalsTraffic Signals
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Traffic SignalsStriping
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Transit StopBefore (signal improvement)
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After (signal improvement)Emergency Vehicles Access
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Transit AccessLarge Vehicles
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Large VehiclesInclement Weather
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Center Turn LaneBike Lanes
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Bike LanesFrom Concept to Reality
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Collecting Data
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Volume (hoses & microwave)
Preliminary Study Results
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Speed (hoses & microwave)
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Travel time (Bluetooth)
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Crashes
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Emergency response
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MoreÈ
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MonitoringMonitoring
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Traffic VolumesTraffic Volumes
Willamette Street Neighboring Streets
Jefferson StreetAmazon Parkway
11/4/14426611/4/148973
BeforeAfter
4/29/1542864/28/159184
5/14/13144377/13/1614136
10/12/16 4117 10/12/16 8810
11/18/14142458/3/1614849
Lincoln StreetHilyardStreet
3/4/15142598/17/1614692
11/4/14127811/18/1411206
4/29/1512935/5/1612163
2/3/16135619/7/1615394
10/10/16 1231 10/26/16 12391
thth
29Avenue (west)29Avenue (east)
4/29/15144464/29/159172
10/17/16 14367 10/18/16 9093
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Traffic SpeedTravel Time
PMPeak
BeforeAfterDifference
Filter:305:40s(>5mph)(1/25/162/7/16)(11/11/1611/17/16)
BeforeAfter
(11/2014)(9/2016)
Southbound
24thAvenueto32ndAvenue
NumberofTrips:231101
thth
50percentile:50percentile:
Mean/MedianSpeed(mph):12.5/13.613.2/15.20.7/1.6
Mean/Median TravelTime(s):209.3(3:29)/192(3:12)219(3:38)/190(3:10)9.7/2
24.9 mph22.3 mph
85thPercentileTravelTime(s):263(4:23)299(4:59)36
Northbound
32ndAvenueto24thAvenue
NumberofTrips:24692
thth
85percentile:85percentile:
Mean/MedianSpeed(mph):13.5/14.914.9/16.41.4/1.5
Mean/Median TravelTime(s):193(3:13)/175(2:55)195.5(3:15)/177.5(2:57)2.5/2.5
31.2 mph27.5 mph
85thPercentileTravelTime(s):228(3:48)226(3:46)2
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Lessons LearnedCollaboration
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Engage diverse stakeholders and
recognize their issues
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Focus on facts and identify tradeoffs
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Broad set of technical findings help to
address range of questions
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Technical findings arenÔt enough
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Keep discussions constructive
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Project Team
Chris Henry, PE (project manager)
chris.c.henry@ci.eugene.or.us
541-682-8472
Chuck Mueller (construction manager)
Bret Jones (lead inspector)
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