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SR 136 over TOTO CREEK

Map

Coordinates:
+34.39426, -83.98999
34°23'39" N, 83°59'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 136 over TOTO CREEK
Structure number:000000008500190
Location:7.6 MI SE OF DAWSONVILLE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:51.8 ft. [15.8 m]
Total length:272.0 ft. [82.9 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:1956
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:6
Main spans material:Steel continuous [4]
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: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,690 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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 replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:49.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,594,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairFairFairFair369049.2
June 2015FairFairFairFair369049.2
June 2013FairFairFairFair369049.2
June 2011FairFairFairFair340049.4
August 2009FairFairSatisfactorySatisfactory361059.7
June 2007FairSatisfactorySatisfactorySatisfactory361060.7
June 2005FairSatisfactoryGoodSatisfactory342060.8
June 2003FairSatisfactoryVery GoodSatisfactory310061.0
August 2001FairSatisfactoryVery GoodSatisfactory260077.1
November 1999FairSatisfactoryVery GoodSatisfactory200077.3
August 1997FairSatisfactoryVery GoodSatisfactory191077.3
June 1995FairSatisfactoryVery GoodGood191077.3
June 1993FairSatisfactoryVery GoodGood191077.3
June 1991FairSatisfactoryVery GoodGood191062.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,08832875280
Steel Protective Coatingsq. ft.8,9762,7066,204066
Deck
Reinforced Concrete Decksq. ft.7,292007,2920
Substructure
Reinforced Concrete Abutmentlinear ft.5405400
Steel Pileeach2002000
Steel Protective Coatingsq. ft.4,1001,1332,7750192
Reinforced Concrete Pier Caplinear ft.125012500
Joints
Pourable Jointlinear ft.110110000
Assembly without Seal Jointlinear ft.2222000
Bearings
Movable Bearingeach2001640
Steel Protective Coatingsq. ft.40121288
Fixed Bearingeach124800
Steel Protective Coatingsq. ft.2480160
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.544544000