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HUBERT STEPHENS RD over WAHOO CREEK

Map

Coordinates:
+34.42193, -83.87717
34°25'19" N, 83°52'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HUBERT STEPHENS RD over WAHOO CREEK
Structure number:000000013900680
Location:7.1 MI SW OF CLERMONT
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:40.0 ft. [12.2 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1965
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,580 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:28.7 tons [26.1 metric tons]
Inventory rating:16.8 tons [15.3 metric tons]
Sufficiency rating:56.6
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$703,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201556.6FairSatisfactorySatisfactorySatisfactory-1580
May 201356.6FairSatisfactorySatisfactorySatisfactory-1580
May 201154.4FairSatisfactorySatisfactorySatisfactoryFO1930
May 200954.4FairSatisfactorySatisfactorySatisfactoryFO1930
April 200754.5FairSatisfactorySatisfactorySatisfactoryFO1800
April 200554.4FairSatisfactorySatisfactoryGoodFO2170
April 200354.5FairSatisfactorySatisfactoryGoodFO1800
May 200160.4FairSatisfactorySatisfactoryGoodFO2000
October 199960.4FairGoodSatisfactoryGoodFO2000
June 199760.5FairGoodSatisfactoryGoodFO1600
June 199560.5GoodGoodGoodGoodFO1500
April 199360.5GoodGoodGoodGoodFO1250
April 199160.5GoodGoodGoodGoodFO1250

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.4804503000
Deck
Reinforced Concrete Decksq. ft.3,5883,5583000
Substructure
Reinforced Concrete Columneach44000
Reinforced Concrete Abutmentlinear ft.60451500
Reinforced Concrete Pier Caplinear ft.60402000
Joints
Pourable Jointlinear ft.7207200
Bearings
Other Bearingeach2424000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2402301000