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SANTA CLARA ST over COYOTE CREEK

Map 

Coordinates:
+37.34389, -121.87389
37°20'38" N, 121°52'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SANTA CLARA ST over COYOTE CREEK
Structure number:37C0033
Location:0.8 MI W OF SR 101
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:43.0 ft. [13.1 m]
Total length:149.9 ft. [45.7 m]
Roadway width between curbs:42.3 ft. [12.9 m]
Deck width edge-to-edge:61.4 ft. [18.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1917
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:4
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:21,840 [as of 1972]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:109.8 tons [99.8 metric tons]
Inventory rating:70.2 tons [63.8 metric tons]
Sufficiency rating:61.2
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,433,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201561.2FairFairFairSatisfactoryFO21840
April 201361.2FairFairFairSatisfactoryFO21840
April 201161.2FairFairFairSatisfactoryFO21840
March 200961.2FairFairFairSatisfactoryFO21840
March 200756.8PoorSeriousFairSatisfactorySD21840
February 200556.8PoorSeriousFairSatisfactorySD21840
February 200356.8PoorSeriousFairSatisfactorySD21840
April 200156.8PoorSeriousFairSatisfactorySD21840
December 199856.8PoorSeriousFairSatisfactorySD21840
December 199662.3FairSatisfactoryFairGoodFO21840
January 199573.8FairGoodSatisfactoryGoodFO21840
May 199373.8FairGoodSatisfactoryGoodFO21840
March 199173.8FairGoodSatisfactoryGoodFO21840