. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. -BEDDING LAYER SECTION OF WEST BREAKWATER REHABILITATION IN I9BI LAKE SI ON OE 13' HARBOR SIDE ^,^-ARMOR ST0NE-A3 IV -BEDDING ^ EXIST LAYER EL.+ iU: â ^ ^^ + (EL. 568-6) TTo -A \ "â -f V ON 1 5Hâ 7^ T CAL LIMITS-OF / ING BREAKWATER-^ SECTION OF EAST BREAKWATER REHABILITATION IN 1981 LAKE SIDE AR80R SI 0 i. ARMOR STONE-Al J I' ^.H IV ON I 5H ^BEDDING LAYER BEDDING LAYER HEAD SECTION OF EAST BREAKWATER REHABILITATION IN l»tl BREAKWATER ST
. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. -BEDDING LAYER SECTION OF WEST BREAKWATER REHABILITATION IN I9BI LAKE SI ON OE 13' HARBOR SIDE ^,^-ARMOR ST0NE-A3 IV -BEDDING ^ EXIST LAYER EL.+ iU: â ^ ^^ + (EL. 568-6) TTo -A \ "â -f V ON 1 5Hâ 7^ T CAL LIMITS-OF / ING BREAKWATER-^ SECTION OF EAST BREAKWATER REHABILITATION IN 1981 LAKE SIDE AR80R SI 0 i. ARMOR STONE-Al J I' ^.H IV ON I 5H ^BEDDING LAYER BEDDING LAYER HEAD SECTION OF EAST BREAKWATER REHABILITATION IN l»tl BREAKWATER STATIONS REHABILITATED ARMOR TYPE ARMOR SIZE (TONS) UNDERLAYER SIZE(UI) / (TONS) BEDDINi; Size (LBS) SECTION WEST BREAKWATER 20+50 TO 39+00 Al CHIPS TO 100 0 7+00 TO 20+50 A2 CHIPS TO aoo N EAST BREAKWATER 6 + 50 TO 24+00 A2 CHIPS TO ioo P 24 + 00 TO 4-3450 A3 - CHIPS TO too P Figure 242. Typical breakwater cross sections, Ashtabula Harbor, Ohio 359. 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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