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Evaluation of Median Barrier Performance in New Jersey

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Shutdown I-78 for 3 hours. Highly Publicized. NJDOT installed 2 ... 2000P Chevy C2500. Single Unit Truck. 8000S Ford F800. Van Tractor Trailer 36000V ... – PowerPoint PPT presentation

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Title: Evaluation of Median Barrier Performance in New Jersey


1
Evaluation of Median Barrier Performance in New
Jersey
  • Clay Gabler
  • Douglas Gabauer
  • David Bowen
  • Rowan University
  • Glassboro, NJ

2
Background
  • Fatal Cross Median Crash on I-78
  • November 20, 2002
  • Shutdown I-78 for 3 hours
  • Highly Publicized
  • NJDOT installed 2 pilot median barriers in
    response

I-78E
I-78W
3
Objective
  • Evaluate Effectiveness of Pilot Cross-Median
    Barrier Sites

I-78 Site
I-80 Site
4
Approach
  • State Experience
  • Field Accident Investigation
  • Computational Modeling

5
Accident Experience To Date(9/2003 present)
6
I-78 Accident Experience
  • Impact 5 (MP 24.4)
  • 15 Damaged Posts (175 ft)
  • No Penetration
  • Vehicle Redirection
  • Impact Angle 50?
  • Unknown Vehicle Speed

7
Summary of Barrier Performance
  • I-78 Three-Strand Cable
  • 100 Containment
  • Passenger Vehicles Only
  • Unusually High Accident Rate
  • I-80 Modified Thrie Beam
  • 100 Containment

8
Accident Investigation - Limitations
  • Cross-Median Crashes are Rare
  • Insufficient Cases for Full Evaluation
  • Incomplete Information (no police reports)
  • Solution FE Crash Simulations

9
Finite Element (FE) Modeling of Median Barrier
Impacts
  • Goal Evaluate Broad Range of Median Collisions
    with FE Modeling

10
Mesh Generation Thrie Beam
  • Model Statistics
  • 15-Post Section
  • 55,000 Elements
  • Soil Model
  • Soil Buckets
  • Interacts with Post

11
Vehicle Models
Large Pickup 2000P Chevy C2500
Small Car 820C Geo Metro
Van Tractor Trailer 36000V
Single Unit Truck 8000S Ford F800
12
Computational Modeling of Median Crashes
Validation against TTI Crash Test Feb.
1995 Impact Speed 100 km/hr, Angle 25o
13
Acknowledgements
  • We gratefully acknowledge the New Jersey
    Department of Transportation and the Federal
    Highway Administration for their support of this
    project.
  • Special thanks to Art Eisdorfer, Karen Minch, and
    Nick Vitillo of NJDOT for their contributions to
    this project.

14
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