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WEST ELAM CH RD over ROCKY COMFORT CREEK

Map

Coordinates:
+33.41158, -82.71989
33°24'42" N, 82°43'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WEST ELAM CH RD over ROCKY COMFORT CREEK
Structure number:000000030150300
Location:3.4 MI W OF WARRENTON
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:32.2 ft. [9.8 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:30.2 ft. [9.2 m]
Owner:County Highway Agency [02]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:490 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:65.4
Estimated cost of work:$563,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairGoodSatisfactorySatisfactory49065.4
February 2015FairGoodSatisfactorySatisfactory49065.4
February 2013FairGoodSatisfactorySatisfactory30066.4
February 2011FairGoodSatisfactorySatisfactory41065.4
February 2009FairGoodSatisfactorySatisfactory41065.4
February 2007FairGoodSatisfactorySatisfactory52064.4
February 2005FairGoodSatisfactorySatisfactory49065.4
January 2003FairGoodSatisfactorySatisfactory50072.9
February 2001FairGoodGoodSatisfactory50072.8
April 1999FairGoodGoodSatisfactory50071.7
April 1997FairGoodGoodSatisfactory50071.7
May 1995FairGoodGoodSatisfactory50071.8
August 1993GoodGoodVery GoodGood44071.8
January 1992GoodGoodVery GoodGood34072.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.3843543000
Deck
Reinforced Concrete Top Flangesq. ft.2,8891,5091,38000
Substructure
Reinforced Concrete Columneach40400
Reinforced Concrete Abutmentlinear ft.5656000
Reinforced Concrete Pile Cap/Footinglinear ft.50500
Reinforced Concrete Pier Caplinear ft.4893900
Joints
Pourable Jointlinear ft.9600960
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.192999300