Automobile consumer information study crash test program. Volume I. Summary report. Final report.

National Highway Traffic Safety Administration, Washington, D.C.

Heavy truck pilot crash test rollover.

National Highway Traffic Safety Administration, Washington, D.C.

Vehicular crash test of a continuous concrete median barrier without a footing. Final report.

Federal Highway Administration, Washington, D.C.

FMVSS 208 RM crash simulation support: a crash test of a 1986 Volkswagen Golf into a fixed 30 degree oblique barrier with a closing velocity of 48.4 kph. Test report.

Mode of access: Internet.

Minicars Research Safety Vehicle to 1979 Dodge Challenger crash test report - frontal aligned impact at 86.52 mph closing speed.

National Highway Traffic Safety Administration, Office of Vehicle Safety Compliance, Washington, D.C.

Results of a 30 degree angled barrier crash test on the Calspan RSV conducted in England.

National Highway Traffic Safety Administration, Washington, D.C.

Research safety vehicle (RSV) crash test report: test no. 3054-1 - 41 mph flat barrier frontal impact. Final report.

National Highway Traffic Safety Administration, Washington, D.C.

Heavy truck pilot crash test - frontal impact.

National Highway Traffic Safety Administration, Washington, D.C.

Crash test of cone truck for operator safety. Final report.

Mode of access: Internet.

Electric/conventional vehicle comparison crash test. Final report.

National Highway Traffic Safety Administration, Office of Vehicle Safety Compliance, Washington, D.C.

Side impact crash test and evaluation procedures for roadside structures crash tests. Final report.

Federal Highway Administration, McLean, Va.

Initial crash test screening studies utilizing the NHTSA/BCL computer simulation program for collinear car/car and car/barrier collisions. Final report.

National Highway Traffic Safety Administration, Washington, D.C.

Geometry of profiles across Inner Continental Shelves of the Atlantic and Gulf coasts of the United States /

Along most of the U.S. east and gulf coasts from Long Island to the Mexican Border, bottom profiles extending over the Inner Continental Shelves normal from the coast display a characteristic two-sector shape. Near the coast, the 'shoreface' profile sector is steep and concave-up; the seaward 'ramp' sector is planar with a gradual slope away from the coast. As part of the Beach Evaluation Program at this Center, 9 profiles extending from the coast 30.5 km (19 miles) seaward at each of 49 localities were averaged to mathematically characterize the profiles and to develop and test criteria for discriminating among groups of profiles. Results indicate Inner Continental Shelf profiles can be mathematically defined by 4 parameters: a = ramp slope (0 - 0.00107); b = depth of the ramp at the shoreline, when the ramp is extended as a straight line below the shoreface sector (0 - 24.7 meters, 0 - 81 feet); c = distance from the shoreline to the shoreface-ramp boundary (0.2 - 20.6 km, 0.12 - 12.9 miles); and f = index of concavity of the shoreface sector (0.21 - 1.72). Values in parentheses are the range of values obtained for the 49 averaged profiles. An equation was developed to define bottom depth as a function of distance from shore incorporating these four parameters. Computed depths using the equation were found to be generally within 5% of actual profile depths. In most cases, no relationship was found between the geometric characteristics of the shoreface and the ramp.

Test site instrumentation study. Volume II: Crash 1 and Crash 2 "raw" data. Final report.

National Highway Traffic Safety Administration, Washington, D.C.