. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. SECTION OF BREAKWATER -H- (BUILT IN 1899 STONE SUPER-STRUCTURE IN 1931) DECK STONE COVER STONE V UNDERLATER STONE "S" CORE STONE "C". EXISTING LAKE BOTTOM -eEDDING LAYER THICKNESS ' MIN EAST AND WEST INNER BREAKWATER (BUILT 1979-1980) STONE GRADATION "A" Stone 1400 lbs. - 3800 lbs "B" Stone 90 lbs. - 380 lbs. "C" Stone Chips - 20 lbs. Figure 260. Typical structure cross sections, Dunkirk Harbor, New York 383. Please note that thes
. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. SECTION OF BREAKWATER -H- (BUILT IN 1899 STONE SUPER-STRUCTURE IN 1931) DECK STONE COVER STONE V UNDERLATER STONE "S" CORE STONE "C". EXISTING LAKE BOTTOM -eEDDING LAYER THICKNESS ' MIN EAST AND WEST INNER BREAKWATER (BUILT 1979-1980) STONE GRADATION "A" Stone 1400 lbs. - 3800 lbs "B" Stone 90 lbs. - 380 lbs. "C" Stone Chips - 20 lbs. Figure 260. Typical structure cross sections, Dunkirk Harbor, New York 383. 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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