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US74 EBL over GOULDS FORK CREEK

Map

Coordinates:
+34.97987, -80.12396
34°58'48" N, 80°07'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US74 EBL over GOULDS FORK CREEK
Structure number:000000000070049
Old structure number:000000000007049 (from 1992 edition)
Location:0.4 MI. E. JCT. SR1207
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:39.0 ft. [11.9 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:39.7 ft. [12.1 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Owner:State Highway Agency [01]
Year built:1970
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:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,000 [as of 2015]
Truck traffic:14% 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:Better than present minimum criteria [7]
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:96.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017GoodGoodGoodGood900096.2
April 2015GoodGoodGoodGood1700095.4
April 2013GoodGoodGoodGood900096.2
April 2011FairSatisfactoryGoodVery Good800095.3
April 2009FairSatisfactoryGoodVery Good800095.3
April 2007FairSatisfactoryGoodVery Good850090.2
April 2005FairSatisfactoryGoodVery Good850090.2
March 2003FairSatisfactoryGoodVery Good850095.2
May 2001FairSatisfactoryGoodVery Good750095.3
March 1999FairSatisfactoryGoodVery Good775095.3
February 1997GoodGoodVery GoodVery Good620095.4
March 1995GoodGoodVery GoodVery Good620095.5
March 1993GoodGoodVery GoodVery Good575095.6
March 1991GoodGoodVery GoodVery Good575095.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.702701100
Deck
Reinforced Concrete Decksq. ft.5,098005,0980
Substructure
Prestressed Concrete Columneach1010000
Other Material Abutmentlinear ft.8685100
Prestressed Concrete Pileeach3030000
Reinforced Concrete Pier Caplinear ft.176172400
Joints
Pourable Jointlinear ft.8686000
Bearings
Other Bearingeach3635100
Steel Protective Coatingsq. ft.108108000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.242242000