. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. Table 75 Clinton River Breakwater Clinton River, Michigan DateCs) 1966 Construction and Rehabilitation History Construction of a 1,400-ft-long rubble-mound breakwater north of the river entrance and an earth fill (Figure 201) was completed. The breakwater had a + ft Iwd crest el, an 8-ft-wide crest width, and 1- side slopes (Figure 201). Cover stone ranged from 1,000 lb to 1 ton. 1986 There is no record of breakwater maintenance, and the structure presently is in good cond
. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. Table 75 Clinton River Breakwater Clinton River, Michigan DateCs) 1966 Construction and Rehabilitation History Construction of a 1,400-ft-long rubble-mound breakwater north of the river entrance and an earth fill (Figure 201) was completed. The breakwater had a + ft Iwd crest el, an 8-ft-wide crest width, and 1- side slopes (Figure 201). Cover stone ranged from 1,000 lb to 1 ton. 1986 There is no record of breakwater maintenance, and the structure presently is in good condition. An aerial photograph of the Clinton River breakwater is shown in Figure 202. ANCHOR Downstream limit of Fedaral Pro/eel. TYPICAL SECTION THRU RUBBLEMOUNO BREAKWATER LAKE ST. CLAIR Figure 201. Clinton River Harbor, Michigan 306. 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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