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E PATTERSON AVE over DRY CREEK CANAL

Map 

Coordinates:
+36.75583, -119.79389
36°45'21" N, 119°47'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:E PATTERSON AVE over DRY CREEK CANAL
Structure number:42C0581
Location:AT DELPHIA AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:26.9 ft. [8.2 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:53.5 ft. [16.3 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1940
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:506 [as of 2003]
Truck traffic:1% of total traffic
Deck condition:Poor [4 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:Better than present minimum criteria [7]
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:50.9 tons [46.3 metric tons]
Inventory rating:30.7 tons [27.9 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:90.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201590.8Structurally deficientPoorGoodGood506
March 201390.8Structurally deficientPoorGoodGood506
October 201190.8Structurally deficientPoorGoodGood506
December 200990.9Structurally deficientPoorGoodGood200
January 200890.1Structurally deficientPoorGoodGood200
November 200590.1Structurally deficientPoorGoodGood200
November 200392.1Not deficientFairGoodGood200
November 200192.1Not deficientFairGoodGood200
November 199992.1Not deficientFairGoodGood200
December 199693.1Not deficientGoodGoodGood200
November 199481.9Not deficientSatisfactorySatisfactoryFair200
May 199281.9Not deficientSatisfactorySatisfactoryFair200