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E WARRENTON RD over BRIER CREEK

Map

Coordinates:
+33.40721, -82.57697
33°24'26" N, 82°34'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E WARRENTON RD over BRIER CREEK
Structure number:000000030150230
Location:4.9 MI E OF WARRENTON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:21.0 ft. [6.4 m]
Total length:147.0 ft. [44.8 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Owner:County Highway Agency [02]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:7
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:380 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:80.7
Estimated cost of work:$862,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairGoodGoodSatisfactory38080.7
February 2015FairGoodGoodSatisfactory38080.7
February 2013FairGoodGoodSatisfactory38080.7
February 2011FairGoodGoodSatisfactory62080.6
February 2009FairGoodGoodSatisfactory62080.6
February 2007FairGoodGoodSatisfactory63080.6
February 2005FairGoodGoodSatisfactory10080.8
January 2003FairGoodGoodSatisfactory10090.5
February 2001FairVery GoodVery GoodSatisfactory10089.5
April 1999FairVery GoodVery GoodSatisfactory9090.5
April 1997FairVery GoodVery GoodSatisfactory9090.5
May 1995FairVery GoodVery GoodSatisfactory9090.5
August 1993FairVery GoodVery GoodSatisfactory9090.5
January 1992FairVery GoodVery GoodSatisfactory9090.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.7873500
Steel Pileeach1801800
Steel Protective Coatingsq. ft.1,222001,2220
Reinforced Concrete Pier Caplinear ft.198194400
Joints
Pourable Jointlinear ft.256256000
Bearings
Enclosed/Concealed Bearingeach112112000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.294294000
Deck
Reinforced Concrete Slabsq. ft.5,0895,0612800
Wearing Surfacessq. ft.5,0894,83325600