. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. NOTE! OUTER 54 LINEAR FEET OF SECTION A, NORTH BREAKWATER, CONSISTS OF TWO RECTANGULAR CAISSONS. SURE HSTRUCTURE BREAKWATER ['-t" TOP OF DN SOUTH BELOW SECTION-A NORTH L SOUTH BREAKWATER SB. • UILT SUBSTRUCTURE l»J4 ltS« SUPERSTHUCTURC <«S4 Its* CAP STONE GROUTED IN PLACE. 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
. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. NOTE! OUTER 54 LINEAR FEET OF SECTION A, NORTH BREAKWATER, CONSISTS OF TWO RECTANGULAR CAISSONS. SURE HSTRUCTURE BREAKWATER ['-t" TOP OF DN SOUTH BELOW SECTION-A NORTH L SOUTH BREAKWATER SB. • UILT SUBSTRUCTURE l»J4 ltS« SUPERSTHUCTURC <«S4 Its* CAP STONE GROUTED IN PLACE. 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 Bottin, Robert R; U. S. Army Engineer Waterways Experiment Station; 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 Center]
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