. Case histories of Corps breakwater and jetty structures. Breakwaters; Jetties; Breakwaters; Jetties. Table 46 Nanticoke River at Nanticoke Jetties Nanticoke, Maryland Baltimore District Date(s) 1938 1944 1981 1986 Construction and Rehabilitation History Two converging stone jetties were constructed at lengths of 850 ft and 750 ft north and south, respectively (Figure 59). Crown eleva- tion was + ft mlw, crown width was ft, with a single capstone, and side slopes were 1 A post-construction survey showed lit- tle deviation from the design elevation. A survey of the jetties indica
. Case histories of Corps breakwater and jetty structures. Breakwaters; Jetties; Breakwaters; Jetties. Table 46 Nanticoke River at Nanticoke Jetties Nanticoke, Maryland Baltimore District Date(s) 1938 1944 1981 1986 Construction and Rehabilitation History Two converging stone jetties were constructed at lengths of 850 ft and 750 ft north and south, respectively (Figure 59). Crown eleva- tion was + ft mlw, crown width was ft, with a single capstone, and side slopes were 1 A post-construction survey showed lit- tle deviation from the design elevation. A survey of the jetties indicated little change in crown elevation. A survey indicated both jetties were in excellent condition. No further repair or maintenance information has been i_ Figure 59. Nanticoke River at Nanticoke, Maryland 94. 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 Smith, Ernest 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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