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SH 19 S1 LM 7.58 over HORSEHEAD CRK RELIEF

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 19 S1 LM 7.58 over HORSEHEAD CRK RELIEF
Structure number:000000000006535
Location:3.8 M S SH 160
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:35.1 ft. [10.7 m]
Total length:279.9 ft. [85.3 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Owner:State Highway Agency [01]
Year built:1995
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:8
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:730 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:93.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017GoodGoodVery GoodVery Good73093.8
July 2015GoodVery GoodVery GoodVery Good86089.8
July 2013GoodVery GoodVery GoodVery Good86089.8
July 2011GoodVery GoodVery GoodVery Good76090.0
July 2009GoodVery GoodVery GoodVery Good76090.0
July 2007GoodVery GoodVery GoodVery Good73093.8
September 2005GoodVery GoodVery GoodVery Good73093.8
October 2003GoodVery GoodVery GoodVery Good87089.8
October 2001GoodVery GoodVery GoodVery Good96089.6
October 1999GoodVery GoodVery GoodVery Good96089.6
October 1997GoodExcellentExcellentExcellent79089.9
October 1995GoodExcellentExcellentExcellent79089.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,1201,120000
Deck
Reinforced Concrete Top Flangesq. ft.9,1848,88430000
Substructure
Reinforced Concrete Pileeach3636000
Reinforced Concrete Pier Caplinear ft.294294000
Joints
Pourable Jointlinear ft.230023000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.560560000