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C-4-2126 over LAKE HARTWELL

Map

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

Facts

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.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,70002,70000
Deck
Reinforced Concrete Decksq. ft.8,0708,070000
Substructure
Reinforced Concrete Columneach1515000
Reinforced Concrete Abutmentlinear ft.2001901000
Reinforced Concrete Pier Caplinear ft.1551005500
Joints
Pourable Jointlinear ft.155155000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.600600000