. Case histories of Corps breakwater and jetty structures. Breakwaters; Jetties; Breakwaters; Jetties. ORIGINAL DESIGN-INNER END S. JETTY ,//3 DISTANCe TO CENTER BINDER POLES SOLID RAFT LOG AND BRUSH MATTRESS NOT TO SCALE LOGS 11- TO 14" DIAM LARGE END BRUSH 6" TO 8" COMPRESSED. BINDERS 6" TO 8" DIAM SPIKED. BRUSH BINDERS T' TO 3" DIAM TIED COVERED WITH 12" TO 15" STONE a. Pre-1900's log and brush mattress. b. North jetty, 1923 Figure 23. Early jetty cross sections, Jacksonville 43. Please note that these images are extracted from scanned page images tha
. Case histories of Corps breakwater and jetty structures. Breakwaters; Jetties; Breakwaters; Jetties. ORIGINAL DESIGN-INNER END S. JETTY ,//3 DISTANCe TO CENTER BINDER POLES SOLID RAFT LOG AND BRUSH MATTRESS NOT TO SCALE LOGS 11- TO 14" DIAM LARGE END BRUSH 6" TO 8" COMPRESSED. BINDERS 6" TO 8" DIAM SPIKED. BRUSH BINDERS T' TO 3" DIAM TIED COVERED WITH 12" TO 15" STONE a. Pre-1900's log and brush mattress. b. North jetty, 1923 Figure 23. Early jetty cross sections, Jacksonville 43. 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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