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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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:61.2
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,433,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201561.2Functionally obsoleteFairFairSatisfactory21840
April 201361.2Functionally obsoleteFairFairSatisfactory21840
April 201161.2Functionally obsoleteFairFairSatisfactory21840
March 200961.2Functionally obsoleteFairFairSatisfactory21840
March 200756.8Structurally deficientSeriousFairSatisfactory21840
February 200556.8Structurally deficientSeriousFairSatisfactory21840
February 200356.8Structurally deficientSeriousFairSatisfactory21840
April 200156.8Structurally deficientSeriousFairSatisfactory21840
December 199856.8Structurally deficientSeriousFairSatisfactory21840
December 199662.3Functionally obsoleteSatisfactoryFairGood21840
January 199573.8Functionally obsoleteGoodSatisfactoryGood21840
May 199373.8Functionally obsoleteGoodSatisfactoryGood21840
March 199173.8Functionally obsoleteGoodSatisfactoryGood21840