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N FRESNO ST over HERNDON CANAL

Map 

Coordinates:
+36.77944, -119.78167
36°46'46" N, 119°46'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N FRESNO ST over HERNDON CANAL
Structure number:42C0212
Location:JUST SOUTH OF SHIELDS AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:40.0 ft. [12.2 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:59.7 ft. [18.2 m]
Deck width edge-to-edge:77.1 ft. [23.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1959
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,444 [as of 2007]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:34.5 tons [31.4 metric tons]
Inventory rating:20.7 tons [18.8 metric tons]
Sufficiency rating:48.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,105,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201648.4FairGoodGoodFairFO13444
December 201457.3FairVery GoodVery GoodSatisfactoryFO13444
February 201376.6GoodGoodGoodGoodFO13444
December 201076.5GoodGoodGoodGoodFO13610
November 200676.5GoodGoodGoodGoodFO13610
December 200476.5GoodGoodGoodGoodFO13610
November 200276.5GoodGoodGoodGoodFO13610
December 200076.5GoodGoodGoodGoodFO13610
December 199876.5GoodGoodGoodGoodFO13610
December 199676.5GoodGoodGoodGoodFO13610
October 199476.4FairSatisfactorySatisfactorySatisfactoryFO13610
May 199276.4FairSatisfactorySatisfactorySatisfactoryFO13610