Responsive multimodal transportation management strategies and IVHS. Final report.

Federal Highway Administration, Office of Safety and Traffic Operations Research and Development, McLean, Va.

The development and evaluation of a prototype grade severity rating system. Final report.

Federal Highway Administration, Washington, D.C.

Fixed-cone valve prototype tests, final series, New Melones Dam, California /

"August 1984."

Prototype tidal data analysis for Mississippi Sound and adjacent areas /

This is a photocopy reproduction.

Floating Breakwater Prototype Test Program: Seattle, Washington /

Includes abstract.

A zero-relative-velocity belt skimmer, Stage II : Confirming tests and prototype design /

Final report, issued May 1977.

Kansas nonmonetary expert system prototype /

"Contract number 99-7-4646-04-142-01."

Evaluation of the prototype Eurosid dummy and comparison with the U.S. SID. Final report.

Mode of access: Internet.

Impact tests of human subjects using a prototype air bag restraint system. Final report.

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

Evaluation of a prototype magnetohydrodynamic angular acceleration transducer. Final report.

Mode of access: Internet.

Development of a prototype service-life indicator for organic vapor respirators /

Mode of access: Internet.

The Adamus exul of Grotius, or, The prototype of Paradise lost /

Dedicated to John A. Heraud, then editor of the Monthly magazine, which published a portion of this translation in the issue for October, 1839.

A prototype binary image scaling facility /

"UILU-ENG 84 1703"--Cover.

Mutual consistency maintenance in a prototype data traffic management system /

"UILU-ENG 83-1724."--Cover.

Prototype scale mooring load and transmission tests for a floating tire breakwater /

Prototype scale tests of the mooring load and wave transmission characteristics of a floating tire breakwater were conducted in the large wave tank at the Coastal Engineering Research Center. Standard Goodyear Tire and Rubber Co. 18-tire modules connected to form breakwaters, 4 and 6 modules (8.5 and 12.8 meters, 28 and 42 feet) wide in the direction of wave advance, were tested in water depths of 2 and 4 meters (6.56 and 13.12 feet). Monochromatic waves with a 2.64- to 8.25-second period range and heights up to 1.4 meters (4.6 feet) were used in the tests. Test results indicate that wave transmission is mainly a function of the breakwater width to incident wavelength ratio with a slight dependence on the incident wave height. However, the mooring forces are mainly a function of the incident wave height with only a slight dependence on the incident wavelength and breakwater width. Recommended design curves for the wave transmission coefficient versus breakwater width to wavelength ratio and mooring load as a function of incident wave height are presented. (Author).