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SR 77 SPUR over LITTLE COLDWATER CREEK

Map

Coordinates:
+34.27036, -82.87487
34°16'13" N, 82°52'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 77 SPUR over LITTLE COLDWATER CREEK
Structure number:000000014700120
Location:6.5 MI SE OF HARTWELL
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.9 ft. [9.1 m]
Total length:149.9 ft. [45.7 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:State Highway Agency [01]
Year built:1957
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:5
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,030 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:65.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$879,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactorySatisfactorySatisfactory103065.2
January 2015FairSatisfactorySatisfactorySatisfactory103065.2
January 2013FairSatisfactorySatisfactorySatisfactory103065.2
October 2011FairSatisfactorySatisfactorySatisfactory107065.2
February 2011FairSatisfactorySatisfactorySatisfactory120065.2
January 2009FairSatisfactorySatisfactorySatisfactory120065.2
January 2007FairSatisfactorySatisfactorySatisfactory104065.2
January 2005FairSatisfactorySatisfactoryGood97067.2
January 2003FairSatisfactorySatisfactoryGood100067.2
January 2001FairSatisfactorySatisfactoryGood145065.1
May 1999FairSatisfactorySatisfactoryGood145065.1
February 1997FairSatisfactoryGoodGood145065.1
February 1995FairSatisfactoryGoodGood145065.1
January 1993FairSatisfactoryGoodGood145065.1
February 1991FairSatisfactoryGoodGood145065.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.60038421510
Deck
Reinforced Concrete Top Flangesq. ft.4,4554,443480
Wearing Surfacessq. ft.4,45508913,5640
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.60204000
Reinforced Concrete Pier Caplinear ft.96751920
Joints
Pourable Jointlinear ft.120024960
Bearings
Other Bearingeach88000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.300297300