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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 

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. ratingEvaluationDeckSuper.Sub.ADT
February 201594.9Not deficientFairGoodGood600
March 201394.9Not deficientFairGoodGood600
October 201194.9Not deficientFairGoodGood600
December 200995.0Not deficientFairGoodGood500
January 200895.0Not deficientFairGoodGood500
November 200593.0Structurally deficientPoorGoodGood500
November 200396.0Not deficientSatisfactoryGoodGood500
November 200196.0Not deficientSatisfactoryGoodGood500
November 199995.0Not deficientFairGoodGood500
December 199696.0Not deficientGoodGoodGood500
September 199484.0Not deficientFairFairFair500
April 199284.0Not deficientFairFairFair500