Share:

VAN BUREN ROAD over LITTLE TOWALIGA RIVER

Map

Coordinates:
+33.11284, -84.09467
33°06'46" N, 84°05'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:VAN BUREN ROAD over LITTLE TOWALIGA RIVER
Structure number:000000017100290
Location:3.5 MI S OF JCT SR 36
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:16.1 ft. [4.9 m]
Total length:191.9 ft. [58.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Owner:County Highway Agency [02]
Year built:1956
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:12
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Poor
Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:300 [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:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:30.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$326,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017PoorSatisfactorySatisfactorySerious30030.3
April 2015PoorSatisfactorySatisfactorySerious30030.3
March 2013PoorGoodGoodSerious30030.3
April 2011PoorGoodGoodSerious31030.3
April 2009PoorGoodGoodSerious37030.2
March 2008PoorGoodGoodSerious37030.2
March 2007PoorGoodGoodSerious35030.2
March 2005FairGoodGoodFair33030.3
April 2003PoorGoodGoodImminent Failure30030.3
May 2001FairGoodGoodFair20035.2
April 1999FairSatisfactoryGoodFair95020.2
July 1997PoorSatisfactorySatisfactoryCritical95020.2
January 1995PoorSatisfactorySatisfactoryCritical95020.0
May 1993PoorSatisfactorySatisfactorySerious95020.0
August 1991PoorSatisfactorySatisfactoryPoor95020.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,34401,34400
Steel Protective Coatingsq. ft.4,8360004,836
Deck
Reinforced Concrete Decksq. ft.4,82404,82400
Substructure
Reinforced Concrete Abutmentlinear ft.6262000
Steel Pileeach2402400
Steel Protective Coatingsq. ft.1,5490001,549
Timber Pileeach43241900
Reinforced Concrete Pier Caplinear ft.286283210
Joints
Pourable Jointlinear ft.312312000