Vehicle Crash Tests of a Movable Concrete Barrier
Author | : DL. Glauz |
Publisher | : |
Total Pages | : 191 |
Release | : 1989 |
Genre | : |
ISBN | : |
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Author | : DL. Glauz |
Publisher | : |
Total Pages | : 191 |
Release | : 1989 |
Genre | : |
ISBN | : |
Author | : Roger L. Stoughton |
Publisher | : |
Total Pages | : 212 |
Release | : 1989 |
Genre | : Roads |
ISBN | : |
Author | : Gary P. Gauthier |
Publisher | : |
Total Pages | : 68 |
Release | : 1995 |
Genre | : Automobiles |
ISBN | : |
One vehicle crash test was conducted on a temporary precast concrete barrier. The test conditions and parameters were determined by an actual accident which resulted in a lawsuit against the State of California. The purpose of this test was to replicate the accident in defense of the lawsuit and provide research in large angle vehicle impacts with this type of barrier. The test involved a 1975 Toyota Celica (1330 kg) impacting a temporary precast concrete barrier placed in a simulated freeway median at 74 deg and 81.2 km/h.
Author | : Daniel J. MacDonald |
Publisher | : |
Total Pages | : 62 |
Release | : 2001 |
Genre | : Precast concrete |
ISBN | : |
Author | : |
Publisher | : |
Total Pages | : 0 |
Release | : 1991 |
Genre | : Median strips |
ISBN | : |
Author | : Suema Hawatky |
Publisher | : |
Total Pages | : 72 |
Release | : 1993 |
Genre | : Median strips |
ISBN | : |
Two vehicle crash tests were performed on a retrofit concrete glare screen slipformed on top of an existing 32-in. high concrete safety shape barrier. The concrete glare screen is intended as a replacement for the current standard expanded metal mesh glare screen. This concrete glare screen is 20 in. high, 6 in. thick at the base and tapers slightly to 5 in. thick at the top. Reinforcing consists of two longitudinal #4 bars tied to vertical #5 hoops (inverted U-shaped stirrups). At the base of the glare screen is a 3/4-in. chamfer to match that at the top of the concrete barrier. The two test vehicles included a pickup truck ballasted to 5390 lbs. travelling 55.3 mph and impacting at 20 deg; and a large car ballasted to 4360 lbs, travelling 56.2 mph and impacting at 25 deg.
Author | : John R. Jewell |
Publisher | : |
Total Pages | : 136 |
Release | : 1997 |
Genre | : Automobiles |
ISBN | : |
Author | : Kenneth C. Hahn |
Publisher | : |
Total Pages | : 110 |
Release | : 1980 |
Genre | : Road work zones |
ISBN | : |
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.
Author | : |
Publisher | : |
Total Pages | : 71 |
Release | : 1988 |
Genre | : Roads |
ISBN | : |
Author | : D. M. Parks |
Publisher | : |
Total Pages | : 52 |
Release | : 1977 |
Genre | : |
ISBN | : |