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N. FIRST ST over DRY CREEK CANAL

Map

Coordinates:
+36.76462, -119.77235
36°45'53" N, 119°46'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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]
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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017PoorGoodGoodCritical1994134.9
February 2015PoorGoodGoodCritical1994134.9
March 2013PoorGoodGoodCritical1994134.9
October 2011PoorGoodGoodCritical1994134.9
November 2009FairGoodGoodSatisfactory2170089.1
January 2008FairGoodGoodSatisfactory2170096.0
November 2005FairGoodGoodSatisfactory2170090.8
December 2004FairGoodGoodSatisfactory2170090.8
November 2002FairGoodGoodSatisfactory2170090.8
February 2001FairGoodGoodSatisfactory2170090.8
November 1999FairGoodGoodFair2170079.5
December 1996GoodGoodGoodGood2170089.8
September 1994FairSatisfactorySatisfactorySatisfactory2170090.2
April 1992FairSatisfactorySatisfactorySatisfactory2170090.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.74126200
Reinforced Concrete Pile Cap/Footinglinear ft.6254080
Bridge Rail
Other Material Bridge Raillinear ft.2020000
Deck
Reinforced Concrete Slabsq. ft.304304000
Wearing Surfacessq. ft.2451846100