Development of Low-Deflection Precast Concrete Barrier (0-4162-3)

Full-Text PDF

Author(s):

R.P. Bligh, N.M. Sheikh, W.L. Menges, R.R. Haug

Publication Date:

January 2005

Abstract:

The high lateral dynamic deflection of some current TxDOT portable concrete barriers renders them inappropriate for deployment in areas with restricted work space. Under this project, a new precast concrete traffic barrier system with limited deflection was developed through a program of simulation and full-scale crash testing. Based on the results of the testing and evaluation reported herein, the new cross-bolt, F-shape, precast concrete traffic barrier is considered suitable for implementation on high-speed roadways. The low barrier deflection (19 inches (483 mm)) and ease of placement and repair make the cross-bolt F-shape barrier well suited for use as a work zone barrier. The weight ofthe 30-ft (9.1 m) F-shape barrier segments was determined to be approximately 13,680Ib (6205 kg). Because this is less than the weight of the current New Jersey-shaped barriers used by TxDOT, implementation of the new barrier will not require any changes to current barrier transportation, handling, and placement procedures.

Report Number:

0-4162-3

Keywords:

Precast Concrete Barrier, Portable Concrete Barrier, PCB, Traffic Barrier, New Jersey-Shape, F-Shape, Crash Testing, Roadside Safety

Electronic Link(s):

Document/Product: http://tti.tamu.edu/documents/0-4162-3.pdf

Publication/Product Request

TTI reports and products are available for download at no charge. If an electronic version is not available and no instructions on how to obtain it are given, contact Publication Services at pubquest@ttimail.tamu.edu.