NCHRP Report 350 Evaluation of the Nebraska Thrie-beam Transition
Author | : Brian G. Pfeifer |
Publisher | : |
Total Pages | : 68 |
Release | : 1998 |
Genre | : Bridge railings |
ISBN | : |
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Author | : Brian G. Pfeifer |
Publisher | : |
Total Pages | : 68 |
Release | : 1998 |
Genre | : Bridge railings |
ISBN | : |
Author | : Hayes E. Ross |
Publisher | : Transportation Research Board |
Total Pages | : 103 |
Release | : 2002 |
Genre | : Four-wheel drive vehicles |
ISBN | : 0309067502 |
Author | : Chuck A. Plaxico |
Publisher | : Transportation Research Board |
Total Pages | : 106 |
Release | : 2005 |
Genre | : Technology & Engineering |
ISBN | : 0309088208 |
At head of title: National Cooperative Highway Research Program.
Author | : James E. Bryden |
Publisher | : Transportation Research Board |
Total Pages | : 131 |
Release | : 2002 |
Genre | : Automobile driving at night |
ISBN | : 0309067650 |
Author | : |
Publisher | : Amer Assn of State Hwy |
Total Pages | : 352 |
Release | : 1996-01-01 |
Genre | : Bridge railings |
ISBN | : 9781560510314 |
This document presents a synthesis of current information and operating practices related to roadside safety and is developed in metric units. The roadside is defined as that area beyond the traveled way (driving lanes) and the shoulder (if any) of the roadway itself. The focus of this guide is on safety treatments that minimize the likelihood of serious injuries when a driver runs off the road. This guide replaces the 1989 AASHTO "Roadside Design Guide."
Author | : Jarvis Dale Michie |
Publisher | : |
Total Pages | : 432 |
Release | : 1971 |
Genre | : Transportation |
ISBN | : |
Barrier installations are warranted (or justified) only at highway locations where the consequence of an errant vehicle leaving the roadway is judged to be more hazardous than the impact with the barrier installation. A six degree-of-freedom mathematical model was found to be useful in describing dynamic behavior of a vehicle during impact. Predictions of vehicle and barrier behavior correlated with results obtained from full-scale crash tests. Crash conditions simulated with a computer were used to identify and evaluate vehicle static and dynamic as well as barrier parameters. Vehicle weight, yaw mass moment of inertia, and deformation constant were found to be significant.
Author | : King K. Mak |
Publisher | : Transportation Research Board |
Total Pages | : 77 |
Release | : 2003 |
Genre | : Roads |
ISBN | : 0309068126 |