Effectiveness of alternative skid reduction measures - volume IV: criteria for improvement of pavement surface macrotexture. Final report.

Federal Highway Administration, Office of Research and Development, Washington, D.C.

Impact of I-664 bridge/tunnel project on wave conditions at Newport News Harbor, Virginia : hydraulic model investigation /

"October 1984."

Effects of proposed harbor modifications on wave conditions, harbor resonance, and tidal circulation at Fish Harbor, Los Angeles, California : Physical and numerical model investigations /

"June 1985."

Fisherman's Wharf area, San Francisco Bay, California, design for wave protection : physical and numerical model investigation /

Includes abstract.

Mission Bay Harbor, San Diego County, California, design for wave and surge protection : coastal model investigation /

Includes abstract.

Design for navigation improvements, wave protection, and breakwater stability for proposed boat-launching facility, Laupahoehoe Point, Hawaii : coastal model investigation /

"March 1987."

Olcott Harbor, New York, design for harbor improvements : coastal model investigation /

"February 1990."

Ventura Harbor, California, design for wave and shoaling protection : coastal model investigation /

Cover title.

St. Paul Harbor, St. Paul Island, Alaska design for wave and shoaling protection : hydraulic model investigation /

"September 1988."

Noyo River and Harbor, California, design for wave and surge protection : coastal model investigation /

"September 1988."

Wave conditions for proposed harbor development in Los Angeles Outer Harbor, Los Angeles, California : coastal model invesitgation /

Cover title.

Noyo River and Harbor, California design for wave protection supplemental tests : coastal model investigation /

"December 1989."

Development of high temperature sensors : July 1, 1959-April 30, 1961 /

"Contract AT(11-1)-229."

Inspections of previously monitored coastal structures /

Includes bibliographical references: (p. 54-55).

Liquid-liquid extraction /

"Contract AT(30-3)-51."