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N KING RD over UPPER PENITENCIA CREEK

Map

Coordinates:
+37.37000, -121.87194
37°22'12" N, 121°52'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:N KING RD over UPPER PENITENCIA CREEK
Structure number:37C0546
Location:BTWN BERRYESSA & MABURY
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:24.0 ft. [7.3 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:23.0 ft. [7.0 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1923
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete continuous [2]
Main span 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:3,993 [as of 1984]
Truck traffic:5% 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:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Operating rating:74.8 tons [68.0 metric tons]
Inventory rating:48.1 tons [43.7 metric tons]
Sufficiency rating:77.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$94,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201777.8GoodGoodGoodGoodFO3993
March 201577.8FairGoodSatisfactoryGoodFO3993
April 201377.8FairGoodSatisfactoryGoodFO3993
April 201176.8FairGoodSatisfactoryGoodFO3993
March 200976.8FairGoodSatisfactoryGoodFO3993
March 200765.6FairGoodFairSatisfactoryFO3993
February 200565.6FairGoodFairSatisfactoryFO3993
February 200365.6FairGoodFairSatisfactoryFO3993
May 200165.6FairSatisfactoryFairSatisfactoryFO3993
December 199865.6FairSatisfactoryFairSatisfactoryFO3993
August 199579.8FairGoodGoodSatisfactoryFO3993
June 199379.8FairGoodGoodSatisfactoryFO3993
June 199179.8FairGoodGoodSatisfactoryFO3993