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SR 83 over LEE CREEK

Map

Coordinates:
+33.15801, -83.82593
33°09'29" N, 83°49'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 83 over LEE CREEK
Structure number:000000020700260
Location:11 MI NE OF FORSYTH
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:40.0 ft. [12.2 m]
Total length:200.1 ft. [61.0 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Owner:State Highway Agency [01]
Year built:1958
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,530 [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:Fair [5 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:48.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,172,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairSatisfactorySatisfactoryFair253048.9
October 2014FairSatisfactorySatisfactorySatisfactory253059.7
October 2012FairSatisfactoryGoodSatisfactory253058.4
October 2010FairSatisfactoryGoodSatisfactory272055.5
November 2008FairSatisfactoryGoodSatisfactory272055.5
November 2006FairSatisfactoryGoodSatisfactory225058.8
November 2004FairSatisfactoryGoodSatisfactory212059.0
October 2002FairSatisfactoryGoodSatisfactory250055.8
December 2000FairSatisfactoryGoodSatisfactory230058.7
December 1998FairGoodGoodSatisfactory220057.8
August 1996FairGoodGoodSatisfactory180060.5
October 1994FairGoodGoodSatisfactory162061.6
January 1993FairGoodGoodSatisfactory162061.6
March 1991FairSatisfactoryGoodSatisfactory162061.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.8007148330
Deck
Reinforced Concrete Decksq. ft.6,46005,8146460
Substructure
Reinforced Concrete Abutmentlinear ft.66462000
Steel Pileeach1613300
Steel Protective Coatingsq. ft.1,6491,649000
Reinforced Concrete Pier Caplinear ft.1005425210
Joints
Pourable Jointlinear ft.156001560
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.400400000