Crash Testing and Evaluation of an Open Concrete Bridge Railing
| Author | : Robert W. Bielenberg |
| Publisher | : |
| Total Pages | : 0 |
| Release | : 2024 |
| Genre | : Bridge railings |
| ISBN | : |
Crash Testing And Evaluation Of An Open Concrete Bridge Railing
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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 | : |
Performance Level 1 Tests on the Nebraska Open Concrete Bridge Rail
| Author | : |
| Publisher | : |
| Total Pages | : 152 |
| Release | : 1992 |
| Genre | : Bridge railings |
| ISBN | : |
A safety performance evaluation of the 29-in. Nebraska Open Concrete Bridge Rail was conducted for the Nebraska Department of Roads (NDOR). The evaluation included computer simulation modelling and two full-scale vehicle crash tests. The two crash tests were conducted to evaluate structural adequacy of concrete posts adjacent to a gap and the reduced reinforcement in the concrete rail, respectively.
Crash Tests of R4 Retrofit and Open Parapet Bridge Rails
| Author | : Ensco, inc. Applied Technology and Engineering Division |
| Publisher | : |
| Total Pages | : 104 |
| Release | : 1992 |
| Genre | : Bridge railings |
| ISBN | : |
Evaluation of Roadside Features to Accommodate Vans, Minivans, Pickup Trucks, and 4-wheel Drive Vehicles
| Author | : Hayes E. Ross |
| Publisher | : Transportation Research Board |
| Total Pages | : 103 |
| Release | : 2002 |
| Genre | : Four-wheel drive vehicles |
| ISBN | : 0309067502 |
Testing and Evaluation of the W-beam Transition (on Steel Posts with Timber Blockouts) to the Vertical Flared Back Concrete Bridge Parapet
| Author | : King K. Mak |
| Publisher | : |
| Total Pages | : 66 |
| Release | : 1997 |
| Genre | : Automobiles |
| ISBN | : |
The crash test reported herein was performed in an effort to evaluate a modified W-beam transition design (on steel posts with timber blockouts) to the vertical flared back concrete bridge parapet according to NCHRP Report 350 guidelines. The crash test performed corresponded to NCHRP Report 350 test designation 3-11 involving a 2000P test vehicle impacting the transition at a nominal speed and angle of 100 km/h and 25 degrees.
