. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. J* '6utBr Rear ^ Rong« Light CHANNEL SIDE r^ LAKE SIDE. L EL, 0-STONE:min. WEIGHT 500 LBS. NOT LESS THAN 50% i TONS OR MORE. (D-STONE:mpn. WEIGHT 2 TONS. SECTION OF EAST JETTY (A-A) (BUILT 1897-1922) Figure 209. Sandusky Harbor, Ohio 315. 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;

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. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. J* '6utBr Rear ^ Rong« Light CHANNEL SIDE r^ LAKE SIDE. L EL, 0-STONE:min. WEIGHT 500 LBS. NOT LESS THAN 50% i TONS OR MORE. (D-STONE:mpn. WEIGHT 2 TONS. SECTION OF EAST JETTY (A-A) (BUILT 1897-1922) Figure 209. Sandusky Harbor, Ohio 315. 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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