. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. Table 23 Cedar River Harbor Piers Cedar River, Michigan Date(s) 1883- 1885 1965 Construction and Rehabilitation History A 750-ft-long west pier and a 350-ft-long east pier were constructed during this period at the mouth of Cedar River (Figure 62). These structures were built with wood piles spaced 14 ft apart (width) and filled with stone (Figure 62). The original crest el was + ft Iwd, A timber cap provided a 16-ft-wide crest width. Construction of a new west pier and a 2,lOO-f
. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. Table 23 Cedar River Harbor Piers Cedar River, Michigan Date(s) 1883- 1885 1965 Construction and Rehabilitation History A 750-ft-long west pier and a 350-ft-long east pier were constructed during this period at the mouth of Cedar River (Figure 62). These structures were built with wood piles spaced 14 ft apart (width) and filled with stone (Figure 62). The original crest el was + ft Iwd, A timber cap provided a 16-ft-wide crest width. Construction of a new west pier and a 2,lOO-ft-long rubble-mound east pier with a cellular sheet-pile pierhead (Figure 62) was authorized. Construction, however, has not yet occurred. The existing piers are in 1 ^ " 3^ â ii^ v,ââ ""\ ^ '-li^ITnM Ji^.. CAST AND weST P s A r Figure 62. Cedar River Harbor, Michigan 104. 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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