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US74 US76 WB over HOOD S CREEK

Map

Coordinates:
+34.27861, -78.12546
34°16'43" N, 78°07'32" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US74 US76 WB over HOOD S CREEK
Structure number:000000000190005
Old structure number:000000000019005 (from 1992 edition)
Location:0.9MI. E.JCT.NC87
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:43.0 ft. [13.1 m]
Total length:87.9 ft. [26.8 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:36.1 ft. [11.0 m]
Owner:State Highway Agency [01]
Year built:1922
Year reconstructed:1940
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 [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,000 [as of 2015]
Truck traffic:14% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 assessed or calculated scour condition. [5]
Sufficiency rating:68.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactorySatisfactorySatisfactory1000068.4
April 2015FairFairFairFair950071.8
April 2013FairFairFairFair950071.8
April 2011FairFairFairFair1100070.6
May 2009FairSatisfactorySatisfactorySatisfactory950084.6
June 2007FairSatisfactoryGoodSatisfactory850071.2
January 2005FairSatisfactoryGoodSatisfactory850071.2
January 2003FairSatisfactoryGoodSatisfactory750068.3
February 2001FairSatisfactoryGoodSatisfactory745072.0
October 1998FairSatisfactoryGoodSatisfactory745072.0
February 1997FairSatisfactoryGoodSatisfactory715078.7
March 1995FairSatisfactoryGoodSatisfactory715078.8
March 1993FairSatisfactoryGoodSatisfactory640055.8
February 1991FairSatisfactoryGoodSatisfactory1160050.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.6025287400
Deck
Reinforced Concrete Decksq. ft.3,1683,1531050
Wearing Surfacessq. ft.2,9922,56204300
Substructure
Reinforced Concrete Abutmentlinear ft.102811740
Other Material Pier Caplinear ft.1131031000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.176174200