. Case histories of Corps breakwater and jetty structures. Breakwaters; Jetties; Breakwaters; Jetties. Table 19 (Concluded) Date(s) 1984 (Cont.) 1986 Construction and Rehabilitation History existing jetty. The landward end of the south jetty was sand tight- ened to prevent material from passing through the jetty and shoaling into the channel. Three rubble mound breakwaters were constructed landward of the jetty to prevent expected erosion from occurring as a result of sand tightening. No further repair or maintenance information has been FIL TER: RUN OF CRUSHER J T0N 1963 SOUTH JETTY R
. Case histories of Corps breakwater and jetty structures. Breakwaters; Jetties; Breakwaters; Jetties. Table 19 (Concluded) Date(s) 1984 (Cont.) 1986 Construction and Rehabilitation History existing jetty. The landward end of the south jetty was sand tight- ened to prevent material from passing through the jetty and shoaling into the channel. Three rubble mound breakwaters were constructed landward of the jetty to prevent expected erosion from occurring as a result of sand tightening. No further repair or maintenance information has been FIL TER: RUN OF CRUSHER J T0N 1963 SOUTH JETTY REPAIR. 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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