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US 82 COR Z (WBL) over CHICKASAWHATCHEE CREEK

Map

Coordinates:
+31.73515, -84.38032
31°44'07" N, 84°22'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 82 COR Z (WBL) over CHICKASAWHATCHEE CREEK
Structure number:000000027300130
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:42.0 ft. [12.8 m]
Deck width edge-to-edge:45.3 ft. [13.8 m]
Owner:State Highway Agency [01]
Year built:1982
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,130 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:94.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017GoodGoodGoodGood913094.6
March 2015GoodGoodGoodGood913094.6
March 2013GoodGoodGoodGood913094.6
March 2011GoodVery GoodGoodGood1330095.4
March 2009GoodVery GoodGoodGood1330095.4
March 2007GoodVery GoodGoodGood1117095.5
February 2007GoodVery GoodGoodGood1460095.3
February 2005GoodVery GoodGoodGood1387095.4
February 2003GoodVery GoodGoodVery Good1700083.0
February 2001GoodVery GoodGoodVery Good1600083.2
April 1999GoodVery GoodGoodVery Good900088.8
April 1997GoodVery GoodVery GoodVery Good900088.8
February 1995GoodVery GoodVery GoodVery Good900088.6
February 1993GoodVery GoodVery GoodVery Good786089.5
March 1991GoodVery GoodVery GoodVery Good786089.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.900900000
Deck
Reinforced Concrete Top Flangesq. ft.6,7956,795000
Substructure
Reinforced Concrete Abutmentlinear ft.8686000
Prestressed Concrete Pileeach2402400
Reinforced Concrete Pier Caplinear ft.172172000
Joints
Pourable Jointlinear ft.25214211000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.420420000