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SAN ANTONIO ST over COYOTE CREEK

Map

Coordinates:
+37.34000, -121.87000
37°20'24" N, 121°52'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SAN ANTONIO ST over COYOTE CREEK
Structure number:37C0109
Location:0.8 MI WEST OF SR 101
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:58.1 ft. [17.7 m]
Total length:152.9 ft. [46.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1928
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
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:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,300 [as of 1972]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:64.1 tons [58.3 metric tons]
Inventory rating:40.3 tons [36.6 metric tons]
Sufficiency rating:76.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$972,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201776.4GoodGoodGoodGoodFO5300
March 201565.2FairSatisfactoryFairSatisfactoryFO5300
April 201365.2FairSatisfactoryFairSatisfactoryFO5300
April 201165.2FairSatisfactoryFairSatisfactoryFO5300
March 200965.2FairSatisfactoryFairSatisfactoryFO5300
March 200765.2FairSatisfactoryFairSatisfactoryFO5300
February 200565.2FairSatisfactoryFairSatisfactoryFO5300
February 200365.2FairSatisfactoryFairSatisfactoryFO5300
April 200165.2FairSatisfactoryFairSatisfactoryFO5300
December 199865.2FairSatisfactoryFairSatisfactoryFO5300
February 199765.2FairSatisfactoryFairGoodFO5300
January 199576.5FairGoodGoodSatisfactoryFO5300
May 199376.5FairGoodGoodSatisfactoryFO5300
March 199177.5FairGoodGoodSatisfactoryFO5300