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HINTON ROAD over HINTON CREEK

Map

Coordinates:
+32.68892, -84.60774
32°41'20" N, 84°36'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HINTON ROAD over HINTON CREEK
Structure number:000000026350380
Location:5 MI W OF TALBOTTON
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:15.1 ft. [4.6 m]
Total length:44.9 ft. [13.7 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:23.3 ft. [7.1 m]
Owner:County Highway Agency [02]
Year built:1991
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:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:39.6 tons [36.0 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:61.5
Estimated cost of work:$264,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201661.5PoorGoodGoodPoorSD50
January 201461.5PoorGoodGoodPoorSD50
January 201251.4PoorGoodGoodPoorSD104
February 201051.4PoorGoodGoodPoorSD140
January 200851.4PoorGoodGoodPoorSD140
January 200677.5FairGoodGoodFair-70
January 200477.5FairGoodGoodFair-100
January 200267.2FairGoodGoodFair-100
January 200067.5FairGoodGoodFair-110
December 199767.5FairVery GoodVery GoodFair-110
December 199566.4FairVery GoodVery GoodFair-110
December 199366.4FairVery GoodVery GoodFair-110
January 199266.4FairVery GoodVery GoodFair-110

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Abutmentlinear ft.48242400
Steel Pileeach1212000
Steel Protective Coatingsq. ft.313000313
Timber Pileeach43010
Reinforced Concrete Pier Caplinear ft.48300180
Joints
Pourable Jointlinear ft.6600066
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9090000
Deck
Reinforced Concrete Slabsq. ft.1,0531,053000