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N FRESNO ST over DRY CREEK CANAL

Map 

Coordinates:
+36.76417, -119.78167
36°45'51" N, 119°46'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N FRESNO ST over DRY CREEK CANAL
Structure number:42C0197
Location:SOUTH OF MCKINLEY AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:41.0 ft. [12.5 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:63.0 ft. [19.2 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Skew angle:46°
Owner:City or Municipal Highway Agency [04]
Year built:1958
Year reconstructed:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2013 

Status:Open, no restriction [A]
Average daily traffic:11,758 [as of 2011]
Truck traffic:2% of total traffic
Deck condition:Good [7 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:Equal to present minimum criteria [6]
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:91.6 tons [83.3 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201396.9Not deficientGoodGoodGood11758
November 200996.5Not deficientGoodGoodGood15600
November 200596.5Not deficientSatisfactoryGoodGood15600
December 200496.5Not deficientSatisfactoryGoodSatisfactory15600
November 200296.5Not deficientSatisfactoryGoodSatisfactory15600
December 200096.5Not deficientSatisfactoryGoodSatisfactory15600
November 199996.5Not deficientGoodGoodGood15600
September 199496.8Not deficientGoodGoodGood15600
April 199296.8Not deficientGoodGoodGood15600