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C-4-61 over 6 & 20 CR

Map

Coordinates:
+34.56681, -82.67571
34°34'01" N, 82°40'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:C-4-61 over 6 & 20 CR
Structure number:000000000003806
Old structure number:000490006100100 (from 1992 edition)
Location:4.7 MI NE OF ANDERSON
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:100.1 ft. [30.5 m]
Total length:294.0 ft. [89.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Owner:County Highway Agency [02]
Year built:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
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: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,300 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:97.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodVery GoodVery GoodVery Good630097.5
October 2015GoodVery GoodVery GoodVery Good860097.0
October 2013GoodVery GoodVery GoodVery Good930096.8
October 2011GoodVery GoodVery GoodVery Good1020096.6
October 2009GoodVery GoodVery GoodVery Good1060096.5
June 2008GoodVery GoodVery GoodVery Good990096.7
August 2007GoodExcellentExcellentExcellent1010096.6
June 2006FairFairFairFair980010.2
August 2005FairFairFairFair1000010.2
July 1999FairSatisfactorySatisfactorySatisfactory700033.4
July 1991FairGoodSatisfactoryGood6049.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,7641,764000
Deck
Reinforced Concrete Decksq. ft.12,34812,348000
Wearing Surfacessq. ft.11,76011,760000
Substructure
Reinforced Concrete Columneach44000
Steel Pileeach1212000
Reinforced Concrete Pier Caplinear ft.168168000
Bearings
Elastomeric Bearingeach2424000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.508508000