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I-20 EBL over LITTLE TALLAPOOSA RIVER

Map

Coordinates:
+33.71688, -84.99643
33°43'01" N, 84°59'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-20 EBL over LITTLE TALLAPOOSA RIVER
Structure number:000000004500620
Location:2.5 MI SE OF TEMPLE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:8.2 ft. [2.5 m]
Total length:659.2 ft. [200.9 m]
Roadway width between curbs:4.3 ft. [1.3 m]
Deck width edge-to-edge:46.6 ft. [14.2 m]
Owner:State Highway Agency [01]
Year built:1976
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:8
Main spans material:Prestressed concrete [5]
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: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:41,500 [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:Good [7 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: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:83.2
Estimated cost of work:$3,862,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2016FairSatisfactorySatisfactoryGood4150083.2
November 2015FairSatisfactorySatisfactoryGood4150083.2
October 2013FairSatisfactorySatisfactoryGood4150083.2
November 2011FairSatisfactorySatisfactoryGood4181083.2
July 2010FairSatisfactorySatisfactoryGood4708082.9
August 2008FairSatisfactorySatisfactoryGood4708079.8
August 2006FairSatisfactorySatisfactoryGood4614079.8
June 2004FairSatisfactorySatisfactoryGood4206080.0
September 2002FairSatisfactorySatisfactoryGood4640079.8
September 2000FairSatisfactorySatisfactoryGood3430080.5
October 1998GoodGoodGoodGood3430080.5
August 1996GoodVery GoodVery GoodVery Good3430096.4
June 1994GoodVery GoodVery GoodVery Good3430095.4
July 1992GoodVery GoodVery GoodVery Good3366095.5
February 1991GoodVery GoodVery GoodVery Good3366085.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3,9523,68226640
Deck
Reinforced Concrete Decksq. ft.30,65630,656000
Substructure
Reinforced Concrete Columneach71600
Reinforced Concrete Abutmentlinear ft.94771700
Reinforced Concrete Pier Caplinear ft.3292983100
Joints
Pourable Jointlinear ft.3873720150
Bearings
Elastomeric Bearingeach96820014
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,3201,2705000