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SH 59-Washington over Little Branch

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 59-Washington over Little Branch
Structure number:000000000001649
Location:1.80 MI N JCT OF SH 45
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:34.1 ft. [10.4 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:1931
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:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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 minimum criteria [6]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:67.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairFairFairSatisfactory100067.1
October 2015FairFairSatisfactoryGood110078.3
October 2013FairFairSatisfactoryGood110078.3
November 2011FairSatisfactoryGoodGood120057.3
November 2009FairSatisfactoryGoodGood120057.3
December 2007FairSatisfactoryGoodGood120057.3
January 2006GoodGoodGoodGood130057.1
January 2004GoodGoodGoodGood150056.5
January 2002GoodGoodGoodGood170056.0
January 2000GoodGoodGoodGood170056.0
January 1998GoodGoodGoodGood85557.8
January 1996GoodGoodGoodGood85557.8
January 1994GoodGoodGoodGood85557.8
February 1992GoodGoodGoodGood85557.8
February 1990GoodGoodGoodGood121657.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.10291470
Deck
Reinforced Concrete Top Flangesq. ft.9185638163184
Wearing Surfacessq. ft.826826000
Substructure
Reinforced Concrete Abutmentlinear ft.1298123250
Reinforced Concrete Pile Cap/Footinglinear ft.129129000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.68442130