ROUTE 295 RANCOCAS-MOUNT HOLLY ROAD TO ROUTE 130

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New Jersey Department of Transportation
ROUTE 295 RANCOCAS-MOUNT HOLLY ROAD TO ROUTE 130
M.P. 44.8 to 56.8
Burlington County
7 Municipalities
PAVEMENT REPAIR & RUBBLIZATION
Richard Jaffe, P.E.
Executive Manager, Bureau of Civil Engineering
Schedule:
Activity
Date
Start Design
October 2008
Advertise
September 2009
Receive Bids
November 2009
Start Construction
January 2010
RT. 130, MP 56.8
Rancocas Mt. Holly Road , MP 44.8
Project Design Team
• NJDOT - In House Design
Roadway
Structures
Pavement Management
Other NJDOT SME’s
• Taylor Wiseman & Taylor
Topographical Survey
Traffic Control & Staging
• RBA
Drainage Permits
Environmental Permits
• Jacobs Engineering - IT
• Baker
Pavement Analysis
Risk Management
Existing Conditions:
Roadway
• Three Lanes in Each
Direction.
Bridges
• 21 Bridges Within
Project Limits
Interchanges
• Route 130
• Rising Sun Road
• 12’ Lanes
• 12 Overhead Bridges
• 12’ Outside Shoulder
• 9 Underpasses
• 3’ Inside Shoulder
• 32 Culvert Crossings
• Florence-Columbus
Road
• Burlington- Mt. Holly
Road
• 54’ Var. Grass Median
• Rancocas- Mt. Holly
Road
Background Info:
• Segment of Route I-295 constructed between 1972 & 1974
• Has reached terminal serviceability – 36 Years
• Deteriorating Pavement due to Alkali Silica Reaction (ASR)
• Rough Ride
Major Proposed Improvements:
• Rubblize concrete pavement. 8” bituminous overlay.
• Reconstruct bituminous shoulders (1′ widening)
• Improve vertical clearance under 3 bridges
• Add ITS facilities.
• Update Guide Rail, Clear Zone, Acceleration Lanes.
Traffic Staging and Construction:
• Lane Closure Alternatives – Continuous,
Weekend, Night-time
• User Delay – Duration, Daily Impact, Cost
• Constructibility – Quality, Safety, Cost
• Public Outreach – Internet, On-Site, Community
Capacities & Traffic Demand
Route 295 (MP 52.05) Northbound
(December 2008 Traffic Counts)
Capacities & Traffic Demand
7000
2000
3 Lane Normal
Capacity
3 Lane Workzone
Capacity
2 Lane Workzone
Capacity
1 Lane Workzone
Capacity
Weekday Demand
1000
Weekend Demand
Traffic Volume
6000
5000
4000
3000
0
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
24 Hour Day
Stage 1A & 1B: January-June 2010
Shoulder and drainage work
Stages 2 and 4 (59 days each):
June-August 2010 & 2011
Incentive/Disincentive = $100,000 per day
Bonus Maximum = $6 million
Traffic Staging Highlights:
• Reconstruct Shoulders for Traffic
• Emergency Pullovers every ½ Mile
• Movable Barrier for Quick Deployment
• Roaming Detours for Interchange Work
Lane Rentals:
Contractor may rent lanes during some peak hours:
I- 295 NB
4-7 PM
M-F
Stages 1, 3, 5
I-295 SB
6-9AM
M-F
Stages 1, 3, 5
Cost: $1,000 per hour
Purpose: Allows contractor greater flexibility for
construction. Doesn’t close lanes unnecessarily.
Lessons for Accelerated Schedule:
•
•
•
•
No Turning Back
Bring Together Team
Make Decision
Move On
Innovative or Unusual Features:
• One sided highway closures to maximize
speed and quality of construction
• Roaming detours to facilitate accelerated
interchange and mainline reconstruction
• Lane rentals to allow contractor to weigh
construction efficiencies versus costs
Risks:
• Accelerated Construction Schedule
• Public Reaction to Lane Closures
RT. 130, MP 56.8
Rancocas Mt. Holly Road , MP 44.8
Questions?
Richard Jaffe
Mahesh Patel
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