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Crash Tests of Construction Zone Traffic Barriers

Crash Tests of Construction Zone Traffic Barriers
Author: Kenneth C. Hahn
Publisher:
Total Pages: 110
Release: 1980
Genre: Road work zones
ISBN:

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Three temporary construction zone traffic barriers were crash-tested to determine their performance in redirecting vehicles, barrier deflection and resisting damage: a 12-in. timber curb, a 16-in. high timber curb, with a corrugated-beam steel rail bolted to the face (W-beam timber curb), and New York's standard portable precast-concrete median barrier.


Barriers in Construction Zones

Barriers in Construction Zones
Author: Richard Glen Robertson
Publisher:
Total Pages: 185
Release: 1985
Genre: Roads
ISBN:

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"This study addressed the design and performance of longitudinal barriers for construction zones. The strengths of various connections for portable concrete median barriers (PCB) are analyzed and theoretical treatments of behavior of the PCB during a collision are presented. These analyses along with cost data and crash test information are used to develop a barrier performance rating and selection system. Crash tests on a non-deflecting PCB with various types and sizes of vehicles are reported. This volume contains details of the crash tests performed on the PCB as well as tests on Stabilized Barrel/W-Section Barrier"--Technical report documentation page.


Roadside Design Guide

Roadside Design Guide
Author: American Association of State Highway and Transportation Officials. Task Force for Roadside Safety
Publisher:
Total Pages: 560
Release: 1989
Genre: Roads
ISBN:

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Crash Tests of Work Zone Traffic Control Devices

Crash Tests of Work Zone Traffic Control Devices
Author: James E. Bryden
Publisher:
Total Pages: 52
Release: 1990
Genre: Impact
ISBN:

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Full-scale vehicle crash tests evaluated performance of typical work zone traffic control devices. Modified test procedures and evaluation criteria from NCHRP Report 230 were used in 108 tests, providing significant insight into impact performance. Plastic drums used as channelizing devices, cones, tubes, and vertical panels performed well in most tests, presenting no hazards in terms of passenger compartment intrusion, interference with vehicle control, or threat to workers and other traffic from impact debris.


Evaluation of Timber Barricades and Precast Concrete Traffic Barriers for Use in Highway Construction Areas

Evaluation of Timber Barricades and Precast Concrete Traffic Barriers for Use in Highway Construction Areas
Author: F. N. Lisle
Publisher:
Total Pages: 100
Release: 1976
Genre: Roads
ISBN:

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On August 15, 1975, the National Transportation Safety Board submitted a number of recommendations to the Administrator of the Federal Highway Administration and the Governor of Virginia regarding safety practices in the construction zone of I-495 in Northern Virginia. Subsequently, officials of the Virginia Department of Highways and Transportation requested that the Virginia Highway and Transportation Research Council evaluate the recommendations that pertained to the use of timber barricades. The scope of the evaluation included (1) a survey of the literature on the subject of legal requirements for temporary barrier systems in highway construction zones, (2) an analysis of crash data on I-495 for periods before and during construction, and (3) an analysis of the technical operational, and economic feasibility of the timber barricade and the precast concrete traffic barrier. The evaluation has revealed that there is no adequate national standard for traffic control in construction zones. Consequently, as in the case studied here, engineers are left to exercise their judgment as to the proper use and placement of delineators, barricades and other channelizing devices, and traffic barriers. The evaluation also has indicated that the frequency of accident occurrence during construction on I-495 was approximately 119% higher than before construction. Of the reported crashes during construction, 52.5% involved vehicle contact with the timber barricades. Among barricade-involved crashes, 73.5% involved vehicles which straddled or penetrated the barricades. Thus, in service on the I-495 site the timber barricades have proved, to be ineffective as positive barriers. The precast concrete traffic barrier was found to cost approximately $5.60 per linear foot more than the timber barricade employed on I-495. Testing of the precast concrete traffic barrier in a freeway construction zone is recommended prior to its general use in the Commonwealth.