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SR 92 over NOONDAY CREEK

Map

Coordinates:
+34.08613, -84.52953
34°05'10" N, 84°31'46" 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:95.1 ft. [29.0 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]
Operating rating:33.7 tons [30.6 metric tons]
Inventory rating:21.8 tons [19.8 metric tons]
Sufficiency rating:71.4
Estimated cost of work:$2,216,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201671.4FairFairGoodSatisfactory-46810
April 201471.4FairFairGoodSatisfactory-46810
April 201271.4FairFairGoodSatisfactory-46810
May 201065.4FairFairGoodSatisfactory-55830
May 200865.4FairSatisfactoryGoodVery Good-55830
March 200664.3FairSatisfactoryGoodVery Good-60210
March 200468.6FairSatisfactoryGoodVery Good-42800
May 200266.1FairSatisfactoryGoodVery Good-52900
April 200068.2FairSatisfactoryGoodGood-44900
May 199868.2FairSatisfactoryGoodGood-44900
April 199676.9FairSatisfactoryGoodGood-43400
March 199477.5FairSatisfactoryGoodGood-33760
April 199277.5FairSatisfactoryGoodGood-33760
September 199077.5FairSatisfactoryGoodVery Good-33760

Element Data

Source: National Bridge Elements dataset, 2016 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 Columneach7676000
Reinforced Concrete Abutmentlinear ft.218218000
Reinforced Concrete Pier Caplinear ft.436436000
Joints
Pourable Jointlinear ft.47528501900
Bearings
Movable Bearingeach4040000
Fixed Bearingeach4040000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.320320000
Coatings
Steel Protective Coatingsq. ft.79,87079,870000