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US 82 COR Z (EBL) over CHICKSAWHATCHEE CREEK

Map

Coordinates:
+31.73497, -84.38031
31°44'06" N, 84°22'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 82 COR Z (EBL) over CHICKSAWHATCHEE CREEK
Structure number:000000027300120
Location:1.9 MI NW OF SASSER
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:29.9 ft. [9.1 m]
Total length:149.9 ft. [45.7 m]
Roadway width between curbs:43.0 ft. [13.1 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Owner:State Highway Agency [01]
Year built:1928
Year reconstructed:1972
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:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,130 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:82.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactoryGoodSatisfactory913082.0
March 2015FairSatisfactoryGoodSatisfactory913082.0
March 2013FairSatisfactoryGoodSatisfactory913082.0
March 2011FairSatisfactoryGoodSatisfactory1330081.7
March 2009FairSatisfactoryGoodSatisfactory1330081.7
March 2007FairSatisfactoryGoodSatisfactory1117081.8
February 2007FairSatisfactoryGoodSatisfactory1460081.7
February 2005FairSatisfactoryGoodSatisfactory1387081.7
February 2003FairSatisfactoryGoodGood1700069.5
February 2001FairSatisfactoryGoodGood1600069.5
April 1999FairSatisfactoryGoodGood900080.8
April 1997FairSatisfactoryGoodGood900080.8
February 1995FairSatisfactoryGoodGood900073.7
February 1993FairSatisfactoryGoodGood786088.5
March 1991GoodGoodGoodGood786088.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,5001,500000
Deck
Reinforced Concrete Top Flangesq. ft.6,9006,893700
Wearing Surfacessq. ft.6,9006,898200
Substructure
Reinforced Concrete Columneach126060
Reinforced Concrete Abutmentlinear ft.129129000
Reinforced Concrete Pile Cap/Footinglinear ft.2002000
Prestressed Concrete Pileeach168080
Reinforced Concrete Pier Caplinear ft.172165700
Joints
Pourable Jointlinear ft.491491000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.300300000