. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. CHANNEL SIDE -5'-0"Min LAKE SIDE El. j 4'-0" 3'-O"Mia^r--|'cO^5^C0RE ^ .â ..â/..i.,^,,.,:...!jy. TOE STONE' SECTION OF EAST PIER -A- ( LAKEWARD 452 FT. BUILT 1941) Covering Stone- Minimum weight Zz tons, not less thon 40% 4tons or more. Toe Stone â Minimum weight 6 tons. Core Stone - Not less than 75% 150 pounds or more, not more than 5% less than 5 pounds each. Approx. ({. of East Pier CHANNEL SIDE LAKE SIDE. Please note tha
. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. CHANNEL SIDE -5'-0"Min LAKE SIDE El. j 4'-0" 3'-O"Mia^r--|'cO^5^C0RE ^ .â ..â/..i.,^,,.,:...!jy. TOE STONE' SECTION OF EAST PIER -A- ( LAKEWARD 452 FT. BUILT 1941) Covering Stone- Minimum weight Zz tons, not less thon 40% 4tons or more. Toe Stone â Minimum weight 6 tons. Core Stone - Not less than 75% 150 pounds or more, not more than 5% less than 5 pounds each. Approx. ({. of East Pier CHANNEL SIDE LAKE SIDE. 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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