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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 2015 

Status:Open, no restriction [A]
Average daily traffic:5,300 [as of 1972]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 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: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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:65.2
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$972,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201565.2Functionally obsoleteSatisfactoryFairSatisfactory5300
April 201365.2Functionally obsoleteSatisfactoryFairSatisfactory5300
April 201165.2Functionally obsoleteSatisfactoryFairSatisfactory5300
March 200965.2Functionally obsoleteSatisfactoryFairSatisfactory5300
March 200765.2Functionally obsoleteSatisfactoryFairSatisfactory5300
February 200565.2Functionally obsoleteSatisfactoryFairSatisfactory5300
February 200365.2Functionally obsoleteSatisfactoryFairSatisfactory5300
April 200165.2Functionally obsoleteSatisfactoryFairSatisfactory5300
December 199865.2Functionally obsoleteSatisfactoryFairSatisfactory5300
February 199765.2Functionally obsoleteSatisfactoryFairGood5300
January 199576.5Functionally obsoleteGoodGoodSatisfactory5300
May 199376.5Functionally obsoleteGoodGoodSatisfactory5300
March 199177.5Functionally obsoleteGoodGoodSatisfactory5300