Share:

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: January 2017 

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201796.9GoodGoodGoodGood-11758
March 201396.9GoodGoodGoodGood-11758
November 200996.5GoodGoodGoodGood-15600
November 200596.5FairSatisfactoryGoodGood-15600
December 200496.5FairSatisfactoryGoodSatisfactory-15600
November 200296.5FairSatisfactoryGoodSatisfactory-15600
December 200096.5FairSatisfactoryGoodSatisfactory-15600
November 199996.5GoodGoodGoodGood-15600
September 199496.8GoodGoodGoodGood-15600
April 199296.8GoodGoodGoodGood-15600