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Lessons Learned from Intersection Improvements on U.S. Highway 280 PMI Central Alabama Chapter Darrell B. Skipper, P.E.

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Presentation on theme: "Lessons Learned from Intersection Improvements on U.S. Highway 280 PMI Central Alabama Chapter Darrell B. Skipper, P.E."— Presentation transcript:

1 Lessons Learned from Intersection Improvements on U.S. Highway 280 PMI Central Alabama Chapter Darrell B. Skipper, P.E.

2 Project Location Project Limits

3 U.S. 280 Before Improvements Six-lane divided roadway Posted speed limit of 55 miles per hour Daily Volume 60k-80k 24 signals in study area (9 mile segment) Recurring peak hour congestion Roadway is over capacity Congestion costs users in time and fuel Competing Goals: Access vs. Mobility

4 Objectives Low overall cost Quick implementation Minimal impact during construction Fit into future goals Complement adaptive signal system project

5 Goals Use existing, proven tools All work within ROW Maintain existing property access Improve traffic flow Improve safety

6 Project Summary 28 improvements projects developed 11 locations use indirect turns 10 locations where turning capacity is increased 3 locations where one direction of 280 does not stop 3 signal removals, 1 relocation

7 Brook Manor - Before

8 Brook Manor - After

9 Grandview/Perimeter Park - Before

10 Grandview/Perimeter Park - After

11 Valleydale - Before

12 Valleydale - After

13 Total Project Cost $15.6 MM – Dunn and APAC Federal Funds – ALDOT Match Awarded $2 MM Federal grant for use of innovative technology.

14 Construction April 2013 Letting June 2013 Begin Construction August 2013 Phase 1 November 2013 Completion Incentive/Disincentive Phase 1: $10k/day I/D Overall: $50k/day I/D

15 Construction Challenges Sequence of CN SCATS operation Modifications during CN Complaints during CN Public awareness

16 38% Average Speed Increase

17 66% Average Speed Increase

18 Traffic Volumes

19 Travel Times Collected using BlueTOAD devices – Anonymous Bluetooth sampling Gps clocks – January – April averages for 2013 and 2014 – Does not account for Adaptive signal system benefits

20 Travel Times Inside I-459 – Westbound AM Peak 28% reduction in travel time – Eastbound PM Peak 36% travel time reduction Outside I-459 – Westbound AM Peak 22% reduction in travel time – Eastbound PM Peak 16% travel time reduction

21 Public Perception

22 Ongoing Constant Maintenance – “280 Czar” Incident response – On call wreckers – PTZ cameras

23 Social Media

24 Stakeholder Interaction Follow-up meetings and involvement

25 More to come AL Hwy 119 – Lane widening, additional turn lanes Walmart I-459 – 8-lanes from Cahaba river to I-459 – Potential fix to NB ramp weave issue

26 Questions


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