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E THOMAS AVENUE over DRY CREEK CANAL

Map 

Coordinates:
+36.75194, -119.80083
36°45'07" N, 119°48'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:E THOMAS AVENUE over DRY CREEK CANAL
Structure number:42C0576
Location:AT YOSEMITE AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:25.9 ft. [7.9 m]
Total length:28.9 ft. [8.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Skew angle:23°
Owner:City or Municipal Highway Agency [04]
Year built:1939
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:600 [as of 2003]
Truck traffic:1% of total traffic
Deck condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:94.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201594.9FairFairGoodGood-600
March 201394.9FairFairGoodGood-600
October 201194.9FairFairGoodGood-600
December 200995.0FairFairGoodGood-500
January 200895.0FairFairGoodGood-500
November 200593.0PoorPoorGoodGoodSD500
November 200396.0FairSatisfactoryGoodGood-500
November 200196.0FairSatisfactoryGoodGood-500
November 199995.0FairFairGoodGood-500
December 199696.0GoodGoodGoodGood-500
September 199484.0FairFairFairFair-500
April 199284.0FairFairFairFair-500