. Case histories of Corps breakwater and jetty structures :. Breakwaters; Jetties; Breakwaters; Jetties. Table 12 (Concluded) Date(s) 1981 (cont.) Construction and Rehabilitation History 1986 placed to a +16 ft mlw crown elevation. The crown width and side slope were 6 ft and 1, respectively, except seaward of 5+00 where they were 30 ft and 2V:1H, respectively. The seaward 200 ft of the west jetty was brought up to the original design geometry with 3- to 5-ton and 3- to 7-ton stone on the trunk and head sections, respectively. Total cost for placing 2,100 tons of stone was $99,000. Figur
. Case histories of Corps breakwater and jetty structures :. Breakwaters; Jetties; Breakwaters; Jetties. Table 12 (Concluded) Date(s) 1981 (cont.) Construction and Rehabilitation History 1986 placed to a +16 ft mlw crown elevation. The crown width and side slope were 6 ft and 1, respectively, except seaward of 5+00 where they were 30 ft and 2V:1H, respectively. The seaward 200 ft of the west jetty was brought up to the original design geometry with 3- to 5-ton and 3- to 7-ton stone on the trunk and head sections, respectively. Total cost for placing 2,100 tons of stone was $99,000. Figure 14 is a photograph of the jetties taken prior to the repairs. Present conditions of the jetties are not Figure 14. March, 1981 photograph of jetties at the mouth of the Kennebunk River, Maine 30. 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 Sargent, Francis E; Bottin, Robert R; U. S. Army Engineer Waterways Experiment Station; Coastal Engineering Research Center (U. S. ); 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 Service]
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