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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 

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]
Evaluation:Structurally deficient [1]
Sufficiency rating:57.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201557.6Structurally deficientPoorPoorGood5536
November 201390.6Not deficientFairGoodGood5536
November 201190.6Not deficientFairGoodGood5536
December 200990.6Not deficientFairGoodGood5536
June 200790.6Not deficientFairGoodGood5536
August 200590.6Not deficientFairGoodSatisfactory5536
November 200394.8Not deficientGoodGoodGood3894
January 200294.7Not deficientGoodGoodGood3894
January 200094.7Not deficientGoodGoodGood3894
October 199594.9Not deficientVery GoodVery GoodVery Good3894
August 199394.9Not deficientVery GoodVery GoodVery Good3894
October 199194.9Not deficientVery GoodVery GoodVery Good3894