. Case histories of Corps breakwater and jetty structures. Breakwaters; Jetties; Breakwaters; Jetties. EXISTING JETTY EXISTING CAP ROCK TYPICAL SECTION a. Concrete cap placed at seaward end in 1956 RIVERSIDE CAP STONE 4-6 CORE STONE 200# TO 1 TON EXISTING JETTY CAPPING THEORETICAL SECTION b. Buttressing of concrete cap, 1960-1961 RIVER SIDE GRADED STONE 300//- 2 TONS (1970) 300//- 3 TONS 1976 2-4 TONS (1980) 5' CROWN LAND END TO 118+ 6' CROWN STA. 118+ TO SEA END. Please note that these images are extracted from scanned page images that may have been digitally enhanced for rea
. Case histories of Corps breakwater and jetty structures. Breakwaters; Jetties; Breakwaters; Jetties. EXISTING JETTY EXISTING CAP ROCK TYPICAL SECTION a. Concrete cap placed at seaward end in 1956 RIVERSIDE CAP STONE 4-6 CORE STONE 200# TO 1 TON EXISTING JETTY CAPPING THEORETICAL SECTION b. Buttressing of concrete cap, 1960-1961 RIVER SIDE GRADED STONE 300//- 2 TONS (1970) 300//- 3 TONS 1976 2-4 TONS (1980) 5' CROWN LAND END TO 118+ 6' CROWN STA. 118+ TO SEA END. Please note that these images are extracted from scanned page images that may have been digitally enhanced for readability - coloration and appearance of these illustrations may not perfectly resemble the original Sargent, Francis E; Bottin, Robert R; U. S. Army Engineer Waterways Experiment Station; Coastal Engineering Research Center (U. S. ); United States. Army. Corps of Engineers; Repair, Evaluation, Maintenance, and Rehabilitation Research Program. [Vicksburg, Miss. : U. S. Army Engineer Waterways Experiment Station ; Springfield, Va. : available from National Technical Information Service]
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