. Case histories of Corps breakwater and jetty structures. Breakwaters; Jetties; Breakwaters; Jetties. Table 23 (Concluded) Date(s) 1933- 1934 (Cont) 1950 Construction and Rehabilitation History 700-ft section was repaired on the south jetty. A total of 45,000 tons of stone was placed, and additional stone was reset (200 pieces) at a total cost of $232,000. A historical synopsis written at this time (which did not describe the condition of the jetties) stated that "the structure has served the purpose for which it was originally ; Repairs were made to the north revetment


. Case histories of Corps breakwater and jetty structures. Breakwaters; Jetties; Breakwaters; Jetties. Table 23 (Concluded) Date(s) 1933- 1934 (Cont) 1950 Construction and Rehabilitation History 700-ft section was repaired on the south jetty. A total of 45,000 tons of stone was placed, and additional stone was reset (200 pieces) at a total cost of $232,000. A historical synopsis written at this time (which did not describe the condition of the jetties) stated that "the structure has served the purpose for which it was originally ; Repairs were made to the north revetment in 1948. 1983 At the shoreward end of the north jetty, a 1,200-ft-long section was made sand tight in conjunction with beach renourishment north of the jetty. The modification required raising the crest elevation, rebuilding damaged sections, and chinking voids with small stone (no details). This modification would inhibit the loss of sand placed adjacent to the jetty during, and subsequent to, beach nourishment. The cost of the modifications was $608,000. 1985 Presently a 38-ft-deep by 400-ft-wide channel is maintained between the jetties. Except for the sand-tightened portion (1983), the jetties have not been repaired since 1934 and, although in poor con- dition, are still functioning Figure 37. Miami Harbor, Florida 68. 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; 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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