. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. -2-0" BEDDING STONE ( I-L8 TO 50-L8. QUARRY SPALLS ) -10 TON TOE STONE REACH-B. -5 TON TOE STONE -2'-0" BEDDING STONE ( l-LB. TO 50-LB. QUARRY SPALLS ) REACH-C BUILT 1975 CORE STONE ( I*TO 500*1 PLACE LARGER STONE OUTSIDE AVERAGE 3 TON COVER STONE ( 2 TO 4 TON ). 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
. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. -2-0" BEDDING STONE ( I-L8 TO 50-L8. QUARRY SPALLS ) -10 TON TOE STONE REACH-B. -5 TON TOE STONE -2'-0" BEDDING STONE ( l-LB. TO 50-LB. QUARRY SPALLS ) REACH-C BUILT 1975 CORE STONE ( I*TO 500*1 PLACE LARGER STONE OUTSIDE AVERAGE 3 TON COVER STONE ( 2 TO 4 TON ). 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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