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CAMDEN AVE over GUADALUPE CREEK

Map 

Coordinates:
+37.22583, -121.90389
37°13'33" N, 121°54'14" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:CAMDEN AVE over GUADALUPE CREEK
Structure number:37C0520
Location:EAST OF HICKS RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:44.0 ft. [13.4 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:105.0 ft. [32.0 m]
Deck width edge-to-edge:124.0 ft. [37.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1967
Year reconstructed:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:30,000 [as of 1988]
Truck traffic:3% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:96.7 tons [87.9 metric tons]
Inventory rating:56.9 tons [51.7 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:85.2

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:30,000 [as of 1998]
Truck traffic:3% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Scour calculation/evaluation has not been made. [6]
Operating rating:96.7 tons [87.9 metric tons]
Inventory rating:56.9 tons [51.7 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:82.9

1992 Inspection 

Status:Open, no restriction [A]
Average daily traffic:30,000 [as of 1988]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Scour calculation/evaluation has not been made. [6]
Operating rating:96.0 tons [87.3 metric tons]
Inventory rating:56.4 tons [51.3 metric tons]
Sufficiency rating:87.9