SR 9- SR 52 over CANE CREEK


+34.52988, -84.00682
34°31'48" N, 84°00'25" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 9- SR 52 over CANE CREEK
Structure number:000000018700020
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:40.0 ft. [12.2 m]
Total length:160.1 ft. [48.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.8 ft. [10.3 m]
Skew angle:35°
Owner:State Highway Agency [01]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
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: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,250 [as of 2012]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:42.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$938,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2017FairFairSatisfactoryFair1025042.1
January 2016FairFairSatisfactoryFair1025042.1
January 2014FairFairSatisfactorySatisfactory1025050.7
December 2011FairFairSatisfactorySatisfactory1050050.5
December 2009FairFairSatisfactorySatisfactory1062050.5
December 2007FairFairSatisfactorySatisfactory1062050.5
December 2005FairFairGoodSatisfactory1036038.4
November 2003FairFairGoodSatisfactory750073.2
December 2001FairFairGoodSatisfactory671073.5
February 2000FairFairGoodSatisfactory671073.5
January 1998FairFairGoodSatisfactory671071.5
October 1995FairFairFairSatisfactory671059.8
November 1993FairFairGoodSatisfactory671071.3
January 1992FairFairGoodSatisfactory671071.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.8007208000
Steel Protective Coatingsq. ft.6,6006,5604000
Reinforced Concrete Decksq. ft.5,4407832,8931,7640
Reinforced Concrete Columneach40400
Reinforced Concrete Abutmentlinear ft.68581000
Steel Pileeach54100
Steel Protective Coatingsq. ft.146146000
Reinforced Concrete Pier Caplinear ft.84701040
Pourable Jointlinear ft.140140000
Movable Bearingeach20101000
Fixed Bearingeach20101000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.320320000