. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. SECTION X (BUILT 1929 - 1938) Deck stone- Minimum weiglit 5 tons "a" Stone Minimum weigint 3 tons, not less ttion 50% 5 tons or more. ' B" Stone Minimum weight 150 pounds, 'c" Stone Not less ttion 35% 75 pounds or more, not more ttian 3% less than one pound. Toe Stone Minimum weight 7 tons. Reinforcing bars BL/ICK ROCK CANAL d D. El. Please note that these images are extracted from scanned page images that may have been digitally enhanced for readabil
. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. SECTION X (BUILT 1929 - 1938) Deck stone- Minimum weiglit 5 tons "a" Stone Minimum weigint 3 tons, not less ttion 50% 5 tons or more. ' B" Stone Minimum weight 150 pounds, 'c" Stone Not less ttion 35% 75 pounds or more, not more ttian 3% less than one pound. Toe Stone Minimum weight 7 tons. Reinforcing bars BL/ICK ROCK CANAL d D. El. 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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