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SR 92 over NOONDAY CREEK

Map

Coordinates:
+34.08599, -84.52962
34°05'10" N, 84°31'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 92 over NOONDAY CREEK
Structure number:000000005700180
Location:IN SW WOODSTOCK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:32.2 ft. [9.8 m]
Total length:160.1 ft. [48.8 m]
Roadway width between curbs:9.5 ft. [2.9 m]
Deck width edge-to-edge:109.3 ft. [33.3 m]
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:2000
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:5
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:46,810 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:71.4
Estimated cost of work:$2,216,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairFairGoodSatisfactory4681071.4
April 2014FairFairGoodSatisfactory4681071.4
April 2012FairFairGoodSatisfactory4681071.4
May 2010FairFairGoodSatisfactory5583065.4
May 2008FairSatisfactoryGoodVery Good5583065.4
March 2006FairSatisfactoryGoodVery Good6021064.3
March 2004FairSatisfactoryGoodVery Good4280068.6
May 2002FairSatisfactoryGoodVery Good5290066.1
April 2000FairSatisfactoryGoodGood4490068.2
May 1998FairSatisfactoryGoodGood4490068.2
April 1996FairSatisfactoryGoodGood4340076.9
March 1994FairSatisfactoryGoodGood3376077.5
April 1992FairSatisfactoryGoodGood3376077.5
September 1990FairSatisfactoryGoodVery Good3376077.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.2,5602,554060
Deck
Reinforced Concrete Decksq. ft.17,47047416,976200
Substructure
Steel Columneach2828000
Reinforced Concrete Abutmentlinear ft.218218000
Steel Pileeach76540220
Steel Protective Coatingsq. ft.8,4688,468000
Reinforced Concrete Pier Caplinear ft.436436000
Joints
Pourable Jointlinear ft.47528501900
Bearings
Movable Bearingeach4040000
Fixed Bearingeach4040000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.320320000