US158 over RUN SWAMP


+36.36343, -76.11773
36°21'48" N, 76°07'04" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US158 over RUN SWAMP
Structure number:000000000290009
Old structure number:000000000029009 (from 1992 edition)
Location:0.8MI E. OF JCT SR1206
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:34.1 ft. [10.4 m]
Total length:69.9 ft. [21.3 m]
Roadway width between curbs:27.2 ft. [8.3 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Owner:State Highway Agency [01]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,400 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
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:73.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodGoodGoodGood740073.9
October 2016FairGoodGoodSatisfactory550075.7
October 2014FairGoodGoodSatisfactory630074.9
October 2012GoodGoodGoodGood645074.8
October 2010GoodGoodGoodGood570075.5
October 2008GoodGoodGoodGood670074.5
November 2006GoodGoodGoodGood590075.3
November 2004GoodGoodGoodGood590075.3
October 2002GoodGoodGoodGood630074.9
November 2000PoorPoorFairPoor580025.9
December 1998PoorPoorFairPoor510026.3
December 1996PoorPoorPoorPoor540025.9
November 1994PoorPoorFairFair480051.3
November 1992PoorPoorFairFair430052.0
November 1990PoorPoorFairFair450058.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Prestressed Concrete Closed Web/Box Girderlinear ft.6806690110
Prestressed Concrete Top Flangesq. ft.2,0402,040000
Wearing Surfacessq. ft.1,9281,8962750
Reinforced Concrete Abutmentlinear ft.8989000
Steel Pileeach2114700
Steel Protective Coatingsq. ft.2108401260
Reinforced Concrete Pier Caplinear ft.102102000
Pourable Jointlinear ft.2828000
Elastomeric Bearingeach4040000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.140700700