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SR 3 - US 41 (SBL) over PUMPKINVINE CREEK

Map

Coordinates:
+34.09063, -84.73975
34°05'26" N, 84°44'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 3 - US 41 (SBL) over PUMPKINVINE CREEK
Structure number:000000001500020
Location:2.7 MI S OF EMERSON
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:60.0 ft. [18.3 m]
Total length:220.2 ft. [67.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1951
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:5
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,080 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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 desirable criteria [8]
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:66.3
Estimated cost of work:$1,289,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016FairGoodVery GoodSatisfactory1508066.3
October 2014FairFairGoodSatisfactory1508065.3
October 2012FairFairGoodSatisfactory1508065.3
October 2010FairSatisfactoryGoodSatisfactory1543066.3
October 2008FairSatisfactoryVery GoodSatisfactory1543066.3
September 2006FairSatisfactoryVery GoodSatisfactory1338066.5
September 2004FairSatisfactoryVery GoodSatisfactory1276066.5
September 2002FairSatisfactoryVery GoodSatisfactory1210079.3
August 2000FairSatisfactorySatisfactorySatisfactory820079.5
October 1998FairSatisfactorySatisfactorySatisfactory820079.5
July 1996FairSatisfactorySatisfactorySatisfactory820077.5
July 1994FairSatisfactoryVery GoodSatisfactory820077.2
August 1992FairSatisfactoryVery GoodSatisfactory780077.2
December 1990FairSatisfactoryVery GoodSatisfactory780077.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,3201,320000
Steel Protective Coatingsq. ft.11,49011,490000
Deck
Reinforced Concrete Decksq. ft.7,0336,9880450
Wearing Surfacessq. ft.3,1823,182000
Substructure
Reinforced Concrete Columneach80800
Reinforced Concrete Abutmentlinear ft.7070000
Reinforced Concrete Pier Caplinear ft.140140000
Joints
Pourable Jointlinear ft.168168000
Bearings
Movable Bearingeach3030000
Fixed Bearingeach3030000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.440440000