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BAILEY AVE over FISHER CREEK

Map 

Coordinates:
+37.19889, -121.73889
37°11'56" N, 121°44'20" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:BAILEY AVE over FISHER CREEK
Structure number:37C0162
Location:0.35 MI SW SNTA TERESA B
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:25.9 ft. [7.9 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:86.9 ft. [26.5 m]
Deck width edge-to-edge:97.1 ft. [29.6 m]
Skew angle:57°
Owner:County Highway Agency [02]
Year built:1947
Year reconstructed:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:5,536 [as of 2000]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:76.7 tons [69.7 metric tons]
Inventory rating:46.0 tons [41.8 metric tons]
Sufficiency rating:90.6

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:3,894 [as of 1998]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Scour calculation/evaluation has not been made. [6]
Operating rating:87.8 tons [79.8 metric tons]
Inventory rating:53.9 tons [49.0 metric tons]
Sufficiency rating:94.7

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:3,894 [as of 1984]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Scour calculation/evaluation has not been made. [6]
Operating rating:87.1 tons [79.2 metric tons]
Inventory rating:53.5 tons [48.6 metric tons]
Sufficiency rating:94.9