Table 1. Structures along Absecon Inlet and the coast off Atlantic City 1 , 



N. side of Absecon Inlet 



Between Caspian and 

 Melrose Aves. 



Adriatic Ave. 



Drexel Ave. 



Melrose Ave. 

 Melrose Ave. to 



91 



jth 



Madison Ave. 



Between Madison and 

 Euclid Aves. 



Gramme rcy Ave. 



Between Gramme rcy and 

 Atlantic Aves. 



Between Atlantic and 

 Euclid Aves. 



Pacific Ave. 



Oriental Ave. (36.6 m 

 N. of profile 1) 



Vermont Ave. 





Massachusetts 



Ave. 



Between Vermo 



it and 



Massachuset 



ts Ave 



Between Connecticut 

 Massachusetts Aves 



Connectl 



cut Ave. 





Under N. 



edge of 





Garden 



Pier 





New Jers 



e y Ave ■ 





Delaware 



Ave. (4 



.6 



N. of 



profile 



3) 



Virginia 



Ave. 





Between Presbyterian and 

 Virginia Aves. 



Between North Carolina 

 and Pennsylvania Aves. 



Between North and 



South Carolina Aves. 



Tennessee Ave. 



(N. of Central Pier) 



Between Tenne 

 and St. Jan 



St. James Place 



Illinois Ave. 



Arkansas Ave* 



Mississippi Ave. 

 Florida Ave. 

 California Ave. 

 Boston Ave. 

 Raleigh Ave. 



2e Ave. 

 Place 



Constructlo 

 type 



Stone jetty 

 Timber bulkhead 



Timber and stone groin 



Timber and stone groin 



Timber and stone groin 

 Stone revetment 



Timber and stone groin 

 Timber bulkhead groin 



Timber and stone groin 

 Stone groin 



Stone groin 

 Stone jetty 



Stone groin 

 Stone groin 

 Sandbag breakwater 



Timber bulkhead 



0.5-m outfall 



Timber and stone groin 



Garden Pier (0.76-m 

 outfall) 



Timber groin 



Timber and stone groin 

 (0.76-m outfall) 



Steel Pier (old timber 

 groin beneath) 



Steeplechase Pier (0.91-m 

 outfall to S.) 



Timber groin (60 m S. of 

 profile 4) 



Stone groin 



Central Pier-Timber groin 

 (0.76-m outfall) 



Timber groin 



Timber and stone groin 

 (0.91-m outfall) 



0.91-m outfall at N. edge 

 of Million Dollar Pier 



0.61-m double outfall 



0.61-m outfall 



0.91-m outfall 



0.91-m outfall 



1.5-m sewage pipe extend- 

 ing 457 m to dlffuser 



Top elevation 

 (MLW) 



2.44 

 2.44 

 2.44 



2.74 

 3.05 



2.44 

 3.35 



3.05 

 3.05 



2.44 

 2.44 



2.44 

 2.44 



2.44 

 2.44 



outer 



(m) 



2.13 



2.13 

 2.13 



2.13 

 2.13 



2.13 

 2.13 



0.30 

 2.13 



Top is 



Top 

 width 



4.57 

 0.76 



4.27 

 4.27 

 4.27 



4.27 

 0.61 



4.27 



4.27 



4.27 

 4.27 



4.27 

 4.57 

 appro 



Length 



(m) 



,137.00 

 588.00 



86.56 

 50.29 



81.38 



68.58 

 457.20 



79.25 

 102.41 



102.41 

 358.75 



121.92 

 167.64 



Year 

 built 



1952-66 

 1935 



1932-58 

 1930-46 

 1954 



1954 

 1935-61 



1954 



1946-56 



1946-58 

 1946-61 



1930-61 

 1948 



Conditio 

 1972 



2.13 

 2.13 



0.61 

 0.61 



1.22 

 1.22 



1.22 

 4.27 



1.22 

 1.22 



:. 1.2 m below MLW 

 1932 



182.88 

 167.64 



182.88 

 43.59 



147.83 

 182.88 



1950 

 1950 



1950 

 1928 



1950 

 1950 



Good 

 Good 



Good 

 Fair 

 Good 



Good 

 Good 



Good 

 Good 



Good 

 Good 



Good 

 Good 



Good 

 Poor 



Fair 

 Poor 



'Updated from U.S. Army Engineer District, Philadelphia (1974). 



13 



