Effects of weight distributing hitch torque on car-trailer directional control and braking. Final report.

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

Domestic passenger automobile weight projections, 1979-1986. GM, Ford, Chrysler, AMC. Final report.

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

Data base for light-weight automotive diesel power plants - Volume II: discussion and results. Final report.

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

Data base for light-weight automotive diesel power plants - Volume III: miscellaneous data. Final report.

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

Weight reduction potential of automobiles and light trucks, 1979 summary source document. Final report.

National Highway Traffic Safety Administration, Office of Research and Development, Washington, D.C.

Vehicle weight reduction study. Final report.

National Highway Traffic Safety Administration, Office of Research and Development, Washington, D.C.

Light duty truck weight reduction evaluation. Final report.

National Highway Traffic Safety Administration, Office of Research and Development, Washington, D.C.

Weight study: 1978 Chrysler Omni. Final report.

Corporate Tech Planning Inc., Waltham, Mass.

Excessive truck weight: an expensive burden we can no longer support.

Mode of access: Internet.

Inspection guidelines for motor vehicles of less than 10,000 pounds gross vehicle weight.

Mode of access: Internet.

Truck weight effects on bridge costs. Final report.

Ohio Department of Transportation, Columbus

Truck traffic volume and weight data for 1971 and their evaluation. Final report.

Mode of access: Internet.

Akbar, mounted on Hawa’i, pursuing Ran Bagha across a bridge of boats over the River Jumna which collapses under the weight of the elephants, page 21, from the Akbarnama

1 ft. 63/64 in. x 7 7/8 in.; opaque watercolor and gold on paper

Relation between immersed weight and volume rates of longshore transport /

As presently used, the immersed weight rate, I sub l, is the volume rate, Q, of longshore transport, multiplied by a constant. For use in engineering problems, I sub l must be converted back to the equivalent Q. The I sub l formulation may be important where the unit weight of sand differs significantly from the unit weight of sand at the open-coast sites contributing data to the design curve. Increase in void ratio may result in a 10- to 20-percent increase in actual (as compared to predicted) shoaling volumes where sand accumulates in protected water. Void ratio should be measured in field studies of longshore transport.

Ford Fairmont weight reduction baseline data. Final report.

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