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SR 136 over WEST ARMUCHEE CREEK

Map

Coordinates:
+34.68077, -85.17389
34°40'51" N, 85°10'26" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 136 over WEST ARMUCHEE CREEK
Structure number:000000029500150
Location:6.4 MI E OF LAFAYETTE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:29.9 ft. [9.1 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:45.6 ft. [13.9 m]
Deck width edge-to-edge:48.6 ft. [14.8 m]
Owner:State Highway Agency [01]
Year built:1932
Year reconstructed:1979
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:3
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: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,090 [as of 2011]
Truck traffic:12% of total traffic
Deck condition:Fair [5 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:77.7
Estimated cost of work:$527,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairFairSatisfactorySatisfactory309077.7
January 2015FairSatisfactoryGoodGood309078.8
January 2013FairSatisfactoryGoodGood309078.8
January 2011FairSatisfactoryGoodGood334078.3
February 2009FairSatisfactoryGoodGood334078.3
February 2007FairSatisfactoryGoodGood372077.6
January 2005FairSatisfactoryGoodGood368079.4
February 2003FairSatisfactoryGoodGood430078.3
February 2001FairSatisfactoryGoodGood420078.4
November 1998FairSatisfactoryGoodGood370079.1
April 1996FairSatisfactorySatisfactorySatisfactory330079.9
March 1994FairSatisfactorySatisfactorySatisfactory330080.0
March 1992FairSatisfactorySatisfactorySatisfactory325080.1
August 1990GoodGoodGoodGood325080.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.360359100
Reinforced Concrete Girder/Beamlinear ft.270002700
Deck
Prestressed Concrete Top Flangesq. ft.2,6252,44518000
Wearing Surfacessq. ft.2,4632,463000
Reinforced Concrete Top Flangesq. ft.1,749001,7490
Wearing Surfacessq. ft.1,6411,641000
Substructure
Reinforced Concrete Columneach42200
Reinforced Concrete Abutmentlinear ft.9292000
Steel Pileeach1201200
Steel Protective Coatingsq. ft.326003260
Reinforced Concrete Pier Caplinear ft.9289300
Joints
Pourable Jointlinear ft.180001800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.180909000