. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. SECTION OF WEST PIER (BUILT: SUB-STRUCTURE 1899 \ SUPER-STRUCTURE 1901/ SECTION OF EAST PIER (BUILT 1875). SECTION OF ARROWHEAD BREAKWATERS (BUILT 1904-1909) DECK STONE-UIN. WEIGHT 9 TONS. A STONE - 3 TONS, NOT LESS THAN 50% S TONS OR MORE. B STONE - MIN WEIGHT 100 LBS. C STONE - NOT LESS THAN 35% 75 LBS OR MORE, NOT MORE THAN 3% LESS THAN I LB. 0 STONE - MIN. WEIGHT 3 TONS. TOE STONE - HIN. WEISHT 7 TONS. Figure 227. Typical pier and breakwater cross sections, Cleveland
. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. SECTION OF WEST PIER (BUILT: SUB-STRUCTURE 1899 \ SUPER-STRUCTURE 1901/ SECTION OF EAST PIER (BUILT 1875). SECTION OF ARROWHEAD BREAKWATERS (BUILT 1904-1909) DECK STONE-UIN. WEIGHT 9 TONS. A STONE - 3 TONS, NOT LESS THAN 50% S TONS OR MORE. B STONE - MIN WEIGHT 100 LBS. C STONE - NOT LESS THAN 35% 75 LBS OR MORE, NOT MORE THAN 3% LESS THAN I LB. 0 STONE - MIN. WEIGHT 3 TONS. TOE STONE - HIN. WEISHT 7 TONS. Figure 227. Typical pier and breakwater cross sections, Cleveland Harbor, Ohio 340. 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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