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HARTS FORD ROAD over OHOOPEE RIVER

Map

Coordinates:
+32.81106, -82.80636
32°48'40" N, 82°48'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HARTS FORD ROAD over OHOOPEE RIVER
Structure number:000000030350320
Location:4.8 MI W OF HARRISON
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:20.0 ft. [6.1 m]
Total length:162.1 ft. [49.4 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Owner:County Highway Agency [02]
Year built:1977
Year reconstructed:2002
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:8
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:490 [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:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Sufficiency rating:83.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$949,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactorySatisfactorySatisfactory49083.9
July 2015FairSatisfactorySatisfactorySatisfactory49083.9
July 2013FairSatisfactorySatisfactorySatisfactory49083.9
July 2011FairSatisfactorySatisfactorySatisfactory60083.7
July 2009FairSatisfactorySatisfactorySatisfactory95078.8
July 2007FairSatisfactorySatisfactorySatisfactory95081.9
July 2005FairSatisfactorySatisfactorySatisfactory120079.6
July 2003FairSatisfactorySatisfactorySatisfactory100079.9
June 2002FairSatisfactorySatisfactorySatisfactory97065.6
August 2001PoorSatisfactorySatisfactoryPoor43037.6
October 1999PoorSatisfactorySatisfactoryPoor43037.6
September 1997PoorSatisfactorySatisfactoryPoor42046.5
October 1995PoorGoodGoodPoor42045.4
March 1994PoorGoodGoodPoor42045.4
May 1992PoorGoodGoodPoor35046.6
October 1990FairGoodGoodFair35061.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,29680649000
Deck
Reinforced Concrete Top Flangesq. ft.4,2882,6881,60000
Substructure
Reinforced Concrete Abutmentlinear ft.5454000
Timber Pileeach3636000
Reinforced Concrete Pier Caplinear ft.189189000
Joints
Pourable Jointlinear ft.216002160
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.328328000