. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. STONE GRADATION TYPE "a" STONE I "3 TONS TYPE "B"ST0NE 200-700 POUNDS TYPE"C"STONE POUNDS CHANNEL SIDE r PRIMARY ARMOR-TYPE A-i-^ h , ^Kl UNDERLAYER-TYPE B-v J_\ ' /"HPn LAKE SIDE â NAVIGATION LIGHT FOUNDATION LWD EL (IGLD) yfSi^. â¢3EDDING AND CORESTONE-TYPEC TYPICAL HEAD SECTION BOTTOM STA. 0 + 00 TO 1 + 00 ARMOR LAYER 9 8FT THICK (NORTH AND SOUTH BKW) STA. 1+00 TO 2+00 ARMOR LAYER THICK (SOUTH ONLY) PRIMA
. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. STONE GRADATION TYPE "a" STONE I "3 TONS TYPE "B"ST0NE 200-700 POUNDS TYPE"C"STONE POUNDS CHANNEL SIDE r PRIMARY ARMOR-TYPE A-i-^ h , ^Kl UNDERLAYER-TYPE B-v J_\ ' /"HPn LAKE SIDE â NAVIGATION LIGHT FOUNDATION LWD EL (IGLD) yfSi^. â¢3EDDING AND CORESTONE-TYPEC TYPICAL HEAD SECTION BOTTOM STA. 0 + 00 TO 1 + 00 ARMOR LAYER 9 8FT THICK (NORTH AND SOUTH BKW) STA. 1+00 TO 2+00 ARMOR LAYER THICK (SOUTH ONLY) PRIMARY ARMOR-TYPE A UNDERLAYER-TYPE B HANDRAIL CONCRETE WALK 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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