Crash Testing And Evaluation Of The Hdot 34 In Tall Aesthetic Concrete Bridge Rail With Pedestrian Handrail
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Crash Testing and Evaluation of the HDOT 34-in. Tall Aesthetic Concrete Bridge Rail with Pedestrian Handrail
| Author | : Cody S. Stolle |
| Publisher | : |
| Total Pages | : 0 |
| Release | : 2022 |
| Genre | : Bridge railings |
| ISBN | : |
Crash Testing and Evaluation of the HDOT 34-in. Tall Aesthetic Concrete Bridge Rail
| Author | : Robert W. Bielenberg |
| Publisher | : |
| Total Pages | : 0 |
| Release | : 2019 |
| Genre | : Bridge railings |
| ISBN | : |
Crash Testing and Evaluation of the HDOT's Thrie-beam Approach Guardrail Transition Attached to 42-in. Tall, Solid Concrete Bridge Rail with Aesthetic Recessed, Rounded Panels and 6-ft. Wide Sidewalk
| Author | : Tewodros Y. Yosef |
| Publisher | : |
| Total Pages | : 0 |
| Release | : 2022 |
| Genre | : Bridge railings |
| ISBN | : |
Crash Testing and Evaluation of the HDOT 42-in. Tall, Aesthetic Concrete Bridge Rail
| Author | : Robert W. Bielenberg |
| Publisher | : |
| Total Pages | : 0 |
| Release | : 2020 |
| Genre | : Bridge railings |
| ISBN | : |
Crash Testing and Evaluation of the HDOT 42-in. Tall, Solid Concrete Bridge Rail with Aesthetic Recessed Rounded Panels and 6-in. Tall Sidewalk
| Author | : Rodrigo A. Quintero |
| Publisher | : |
| Total Pages | : 0 |
| Release | : 2022 |
| Genre | : Bridge railings |
| ISBN | : |
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 Retrofit Bridge Railings and Transition
| Author | : Eugene Buth |
| Publisher | : |
| Total Pages | : 172 |
| Release | : 1997 |
| Genre | : Bridge railings |
| ISBN | : |
An assortment of retrofit bridge railings and a retrofit transition were evaluated through full-scale crash testing. The assortment included: (1) a W-beam retrofit railing for a concrete baluster bridge railing (AASHTO performance level one); (2) a W-beam transition for the bridge railing above (NCHRP Report 350 test level two); (3) a double-tube pedestrian/bicycle railing mounted on the Illinois 2399-1 traffic railing (AASHTO performance level one); (4) a vandal protection fence on the New Jersey concrete safety shape bridge railing (AASHTO performance level two); and (5) a thrie beam retrofit railing, a Delaware design, mounted on a 203-mm-high safety curb (AASHTO performance level two and NCHRP Report 350 test level four). All of the designs demonstrated acceptable performance.
Vehicle Crash Tests of the Type 80 Bridge Rail
| Author | : Robert Meline |
| Publisher | : |
| Total Pages | : 70 |
| Release | : 1999 |
| Genre | : Automobiles |
| ISBN | : |
An aesthetic, see-through concrete bridge rail, Type 80, was built and tested in accordance with National Cooperative Highway Research Program (NCHRP) Report 350. The Type 80 bridge rail is an 810 mm-tall, reinforced concrete barrier. The rail has 280 mm-high by 1620 mm-long gaps, 230 mm above the bridge deck surface. The barrier tested was 23 m-long and was constructed at the California Department of Transportation (Caltrans) Dynamic Test Facility in West Sacramento, California. A total of three crash tests were conducted under NCHRP Report 350 Test Level 4, one with an 820 kg car, one with a 2000 kg pickup truck and one with an 8000 kg single unit van truck.
