. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. -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 ). EXISTING LAKE aOTTOM, -2'-0" BEDDING STONE ( I* TO 50*QUARRY STONE) REACH-D BUILT 1975 Figure 109. Typical breakwater cross sections. New Buffalo Harbor, Michigan 181. Please note that these images are extracted from scanned page images that may have been digitally enhanced for readability -
. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. -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 ). EXISTING LAKE aOTTOM, -2'-0" BEDDING STONE ( I* TO 50*QUARRY STONE) REACH-D BUILT 1975 Figure 109. Typical breakwater cross sections. New Buffalo Harbor, Michigan 181. 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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