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BAILEY AVE over FISHER CREEK

Map

Coordinates:
+37.19889, -121.73889
37°11'56" N, 121°44'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:BAILEY AVE over FISHER CREEK
Structure number:37C0162
Location:0.35 MI SW SNTA TERESA B
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:25.9 ft. [7.9 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:86.0 ft. [26.2 m]
Deck width edge-to-edge:97.1 ft. [29.6 m]
Skew angle:57°
Owner:County Highway Agency [02]
Year built:1947
Year reconstructed:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:5,536 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:76.7 tons [69.7 metric tons]
Inventory rating:46.0 tons [41.8 metric tons]
Sufficiency rating:57.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201557.6PoorPoorPoorGoodSD5536
November 201390.6FairFairGoodGood-5536
November 201190.6FairFairGoodGood-5536
December 200990.6FairFairGoodGood-5536
June 200790.6FairFairGoodGood-5536
August 200590.6FairFairGoodSatisfactory-5536
November 200394.8GoodGoodGoodGood-3894
January 200294.7GoodGoodGoodGood-3894
January 200094.7GoodGoodGoodGood-3894
October 199594.9GoodVery GoodVery GoodVery Good-3894
August 199394.9GoodVery GoodVery GoodVery Good-3894
October 199194.9GoodVery GoodVery GoodVery Good-3894