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US70 E over LITTLE RIVER

Map

Coordinates:
+35.40290, -78.02124
35°24'10" N, 78°01'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US70 E over LITTLE RIVER
Structure number:000000001910012
Location:0.1 MI.E. OF JCT.SR1326
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:42.0 ft. [12.8 m]
Total length:169.0 ft. [51.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Owner:State Highway Agency [01]
Year built:1926
Year reconstructed:1948
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:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,500 [as of 2013]
Truck traffic:12% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:59.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairFairFairFair1750059.3
February 2015FairFairFairFair1750058.1
February 2013FairFairFairFair1650058.2
February 2011FairFairFairFair1650058.0
February 2009FairFairFairFair1650059.2
March 2007FairFairFairFair1650058.0
June 2006FairFairFairFair1650056.7
July 2004FairFairFairFair1750056.5
September 2002FairFairFairFair1050057.7
August 2000FairFairFairFair1100057.6
June 1998FairFairFairFair1045061.2
December 1991FairFairFairFair1000055.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.8602175421010
Deck
Reinforced Concrete Decksq. ft.5,3284,8832791660
Wearing Surfacessq. ft.4,7464,63686240
Substructure
Reinforced Concrete Columneach60330
Reinforced Concrete Pier Walllinear ft.4544010
Reinforced Concrete Abutmentlinear ft.1501043880
Reinforced Concrete Pier Caplinear ft.844219230
Joints
Pourable Jointlinear ft.160160000
Bearings
Other Bearingeach4040000
Bridge Rail
Other Material Bridge Raillinear ft.34421051290
Steel Protective Coatingsq. ft.1,8681,868000