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US158 over RAYNOR SWAMP

Map

Coordinates:
+36.44078, -76.59760
36°26'27" N, 76°35'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US158 over RAYNOR SWAMP
Structure number:000000000730030
Old structure number:000000000073030 (from 1992 edition)
Location:0.6 MI. E. JCT. NC32
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:26.9 ft. [8.2 m]
Total length:53.2 ft. [16.2 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:36.7 ft. [11.2 m]
Skew angle:30°
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: January 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,600 [as of 2012]
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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:84.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairSatisfactorySatisfactoryFair260084.2
January 2016FairSatisfactorySatisfactoryFair260084.2
January 2014FairSatisfactorySatisfactoryFair260084.2
January 2012FairFairFairGood290083.0
January 2010FairSatisfactorySatisfactoryFair310084.0
January 2008FairSatisfactorySatisfactoryFair300084.0
December 2005GoodGoodGoodGood230095.4
October 2003GoodGoodGoodGood280095.2
February 2002GoodGoodGoodGood310093.1
February 2000GoodGoodGoodGood250093.3
February 1998GoodGoodGoodGood240093.3
March 1996GoodGoodGoodGood240093.3
July 1994GoodGoodGoodGood240093.3
April 1992GoodGoodGoodGood230093.3
March 1990GoodGoodGoodGood230093.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Prestressed Concrete Columneach1810800
Reinforced Concrete Abutmentlinear ft.9090000
Reinforced Concrete Pier Caplinear ft.127127000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.108105030
Deck
Reinforced Concrete Slabsq. ft.1,9381,73802000
Wearing Surfacessq. ft.1,7981,7480500