C-4-2126 over LAKE HARTWELL


+34.50873, -82.85520
34°30'31" N, 82°51'19" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:C-4-2126 over LAKE HARTWELL
Structure number:000000000001851
Old structure number:000490016000100 (from 1992 edition)
Location:11.6 MI NW OF ANDERSON
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:49.9 ft. [15.2 m]
Total length:299.9 ft. [91.4 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Owner:County Highway Agency [02]
Year built:1952
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:6
Main spans material:Steel [3]
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: November 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,000 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:38.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,551,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairFairFairFair100038.5
November 2017FairFairFairFair65045.9
November 2016FairFairFairFair75045.9
November 2015FairFairFairFair70046.2
November 2014FairFairFairFair65046.2
November 2013FairFairFairFair70046.2
November 2012FairFairFairFair65046.2
October 2011FairFairFairFair65046.2
December 2010FairFairFairFair65046.2
October 2009FairFairFairFair65046.2
June 2008FairSatisfactorySatisfactorySatisfactory65058.2
August 2007FairSatisfactorySatisfactorySatisfactory55058.3
June 2006FairSatisfactorySatisfactorySatisfactory80051.2
August 2005FairSatisfactorySatisfactorySatisfactory70058.2
July 1999FairSatisfactorySatisfactorySatisfactory60058.3
June 1991FairSatisfactorySatisfactorySatisfactory6064.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.2,70002,70000
Reinforced Concrete Decksq. ft.8,0708,070000
Reinforced Concrete Columneach1515000
Reinforced Concrete Abutmentlinear ft.2001901000
Reinforced Concrete Pier Caplinear ft.1551005500
Pourable Jointlinear ft.155155000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.600600000