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LEE KING ROAD over DEER CREEK

Map

Coordinates:
+33.00155, -83.84741
33°00'06" N, 83°50'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LEE KING ROAD over DEER CREEK
Structure number:000000020750380
Location:6 MI SE OF FORSYTH
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:16.1 ft. [4.9 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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: September 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:430 [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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:69.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$563,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairSatisfactorySatisfactoryFair43069.7
October 2014FairSatisfactorySatisfactoryFair43069.7
October 2012FairSatisfactorySatisfactoryFair43069.7
October 2010FairSatisfactorySatisfactoryFair62069.6
November 2008FairSatisfactorySatisfactoryFair62057.4
October 2006FairSatisfactorySatisfactoryFair63057.4
October 2004FairSatisfactorySatisfactoryFair74057.4
October 2002FairSatisfactorySatisfactoryFair74060.5
December 2000FairGoodSatisfactoryFair48060.6
December 1998FairSatisfactorySatisfactoryFair47057.5
August 1996FairSatisfactorySatisfactoryFair42057.6
October 1994FairSatisfactorySatisfactoryFair40057.6
January 1993FairSatisfactorySatisfactoryFair40057.6
March 1991FairSatisfactorySatisfactoryFair27054.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.672067200
Steel Protective Coatingsq. ft.2,5860002,586
Deck
Reinforced Concrete Decksq. ft.2,41902,41900
Wearing Surfacessq. ft.2,3042,304000
Substructure
Reinforced Concrete Columneach90810
Reinforced Concrete Abutmentlinear ft.6262000
Timber Pileeach109010
Reinforced Concrete Pier Caplinear ft.155147080
Joints
Pourable Jointlinear ft.196001960
Bearings
Movable Bearingeach4204200
Steel Protective Coatingsq. ft.8400084
Fixed Bearingeach4204200
Steel Protective Coatingsq. ft.8400084