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US158 over NEWLAND DRAINAGE CANAL

Map

Coordinates:
+36.41798, -76.39988
36°25'05" N, 76°23'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US158 over NEWLAND DRAINAGE CANAL
Structure number:000000001390007
Old structure number:000000000139007 (from 1992 edition)
Location:0.1 MI. E. JCT. SR 1357
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:24.0 ft. [7.3 m]
Total length:47.9 ft. [14.6 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:36.7 ft. [11.2 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1967
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,000 [as of 2013]
Truck traffic:14% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:84.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactorySatisfactoryFair400084.4
June 2015FairSatisfactorySatisfactoryFair400084.4
June 2013FairFairFairSatisfactory400082.2
June 2011FairFairFairFair390082.3
June 2009FairFairFairSatisfactory410082.2
June 2007FairFairFairSatisfactory440082.1
April 2005FairSatisfactorySatisfactorySatisfactory330094.8
April 2003FairSatisfactorySatisfactorySatisfactory420094.4
April 2001FairSatisfactorySatisfactorySatisfactory360094.6
June 1999FairSatisfactorySatisfactorySatisfactory360092.6
July 1997FairSatisfactorySatisfactorySatisfactory350092.7
April 1995FairSatisfactorySatisfactorySatisfactory380091.8
July 1993FairSatisfactorySatisfactorySatisfactory350091.9
April 1991FairSatisfactorySatisfactorySatisfactory350090.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Prestressed Concrete Pileeach80800
Reinforced Concrete Pier Caplinear ft.174171300
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.9687630
Deck
Reinforced Concrete Slabsq. ft.1,7501,750000
Wearing Surfacessq. ft.1,6261,626000