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N. CHESTNUT AVE over MILL DITCH

Map

Coordinates:
+36.76489, -119.73622
36°45'54" N, 119°44'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N. CHESTNUT AVE over MILL DITCH
Structure number:42C0224
Location:JUST SOUTH OF MCKINLEY AV
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:22.0 ft. [6.7 m]
Total length:44.0 ft. [13.4 m]
Roadway width between curbs:62.7 ft. [19.1 m]
Deck width edge-to-edge:80.1 ft. [24.4 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]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:29,841 [as of 2003]
Truck traffic:4% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 assessed or calculated scour condition. [5]
Sufficiency rating:72.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairGoodGoodFair2984172.9
February 2015PoorPoorGoodSatisfactory2984181.5
March 2013PoorPoorGoodSatisfactory2984181.5
October 2011PoorPoorGoodSatisfactory2984181.5
November 2009PoorPoorGoodSatisfactory2420082.5
January 2008PoorPoorGoodSatisfactory2420082.0
November 2005PoorPoorGoodSatisfactory2420082.0
December 2004PoorPoorGoodSatisfactory2420082.0
November 2002FairFairGoodSatisfactory2420084.1
December 2000FairFairGoodSatisfactory2420084.1
December 1998GoodGoodGoodGood2420085.2
September 1994FairSatisfactorySatisfactorySatisfactory2420083.7
April 1992FairSatisfactorySatisfactorySatisfactory2420083.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.2402400
Reinforced Concrete Abutmentlinear ft.4904900
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2726010
Deck
Reinforced Concrete Slabsq. ft.327032700