. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. VARIES-I9't TO 21' SECTION - B' BUILT ; SUB-STRUCTURE 1918-13 SUPER-STRUCTURE 1912-13 RE-BUILT 1974 HARBOR SIDE REMOVED EXISTING 4* CONCRETE OVERLAY AND REPLACED WITH NEW 6" CONCRETE OVERLAY a CAP. REINFORCE W/616-6/6 SECTION- A' BUILT: SUB-STRUCTUPC 1*12-13 lUPCff-SmuCTURE IBIt-13 RI-BUILT 1*74 Figure 90. Typical structure cross sections, Racine Harbor, Wisconsin 150. Please note that these images are extracted from scanned page images that may have been digitally enha
. Case histories of Corps breakwater and jetty structures. Report 3. Breakwaters; Jetties; Breakwaters; Jetties. VARIES-I9't TO 21' SECTION - B' BUILT ; SUB-STRUCTURE 1918-13 SUPER-STRUCTURE 1912-13 RE-BUILT 1974 HARBOR SIDE REMOVED EXISTING 4* CONCRETE OVERLAY AND REPLACED WITH NEW 6" CONCRETE OVERLAY a CAP. REINFORCE W/616-6/6 SECTION- A' BUILT: SUB-STRUCTUPC 1*12-13 lUPCff-SmuCTURE IBIt-13 RI-BUILT 1*74 Figure 90. Typical structure cross sections, Racine Harbor, Wisconsin 150. 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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