Curren 1983; Dai and Jackson 1966; Davidson 1969; Davidson 1971; Jackson 1961;
Markle 1983; Senter 1971; Senter and Brasfeild 1968; US Army Engineer Water-
ways Experiment Station 1953, 1956; Wilson 1965, 1966, 1967).
6 . Case histories for SPD's breakwater and jetty structures are shown in
Figures 1-35 accompanying the various tables. General characteristics of
these structures are shown in the following tabulation:
Cumulative
Date
Structure
of
Location
Origin
Length, ft
Crescent City Harbor
1
6,270
1920
9,600
Humboldt Harbor and
2
579
1924
R
Noyo River and Harbor
3
4
Bodega Harbor
4,048
R
Richmond Harbor
5
1923
10,000
M
6
1965
Berkeley Marina
1921
N
Oakland Harbor
21,500
7
N
8
700
1977
San Leandro Marina
N
1,917
1985
Fisherman's Wharf
9
Harbor
N
1975
Gas House Cove
10
M
8,090
1961
Halfmoon Bay
11
R
1,975
1963
Santa Cruz Harbor
12
R
1947
1,230
Moss Landing
13
M
1,700
1932
Monterey Harbor
14
3,717
1943
Morro Bay Harbor
15
R
2,400
1913
16
Port San Luis
(Continued)
Indicates number of structures
indicates two breakwaters)
**
B-breakwater, J-jetty, S-stone armor, C-concrete sheet pile o r wall,
Q-quadripods, Tr-tribars, T-tetrapods, D-dolosse, CB-concrete blocks.
R-repair, M-modification, N-none (no modifications or repairs since
construction).
9
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