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N. FIRST ST over DRY CREEK CANAL

Map 

Coordinates:
+36.76472, -119.77250
36°45'53" N, 119°46'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N. FIRST ST over DRY CREEK CANAL
Structure number:42C0198
Location:JUST S/O MCKINLEY AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:29.9 ft. [9.1 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:82.0 ft. [25.0 m]
Deck width edge-to-edge:101.7 ft. [31.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1954
Year reconstructed:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
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:Poor
Status:Open, no restriction [A]
Average daily traffic:19,941 [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:Critical [2 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Superior to present desirable criteria [9]
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 is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2]
Operating rating:45.7 tons [41.5 metric tons]
Inventory rating:27.4 tons [24.9 metric tons]
Sufficiency rating:34.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,147,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201734.9PoorGoodGoodCriticalSD19941
February 201534.9PoorGoodGoodCriticalSD19941
March 201334.9PoorGoodGoodCriticalSD19941
October 201134.9PoorGoodGoodCriticalSD19941
November 200989.1FairGoodGoodSatisfactory-21700
January 200896.0FairGoodGoodSatisfactory-21700
November 200590.8FairGoodGoodSatisfactory-21700
December 200490.8FairGoodGoodSatisfactory-21700
November 200290.8FairGoodGoodSatisfactory-21700
February 200190.8FairGoodGoodSatisfactory-21700
November 199979.5FairGoodGoodFair-21700
December 199689.8GoodGoodGoodGood-21700
September 199490.2FairSatisfactorySatisfactorySatisfactory-21700
April 199290.2FairSatisfactorySatisfactorySatisfactory-21700