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I-20 EBL over LITTLE TALLAPOOSA RIVER

Map

Coordinates:
+33.71704, -84.99702
33°43'01" N, 84°59'49" 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:82.0 ft. [25.0 m]
Total length:659.2 ft. [200.9 m]
Roadway width between curbs:42.7 ft. [13.0 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]
Operating rating:40.6 tons [36.9 metric tons]
Inventory rating:23.8 tons [21.6 metric tons]
Sufficiency rating:83.2
Estimated cost of work:$3,862,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201683.2FairSatisfactorySatisfactoryGood-41500
November 201583.2FairSatisfactorySatisfactoryGood-41500
October 201383.2FairSatisfactorySatisfactoryGood-41500
November 201183.2FairSatisfactorySatisfactoryGood-41810
July 201082.9FairSatisfactorySatisfactoryGood-47080
August 200879.8FairSatisfactorySatisfactoryGood-47080
August 200679.8FairSatisfactorySatisfactoryGood-46140
June 200480.0FairSatisfactorySatisfactoryGood-42060
September 200279.8FairSatisfactorySatisfactoryGood-46400
September 200080.5FairSatisfactorySatisfactoryGood-34300
October 199880.5GoodGoodGoodGood-34300
August 199696.4GoodVery GoodVery GoodVery Good-34300
June 199495.4GoodVery GoodVery GoodVery Good-34300
July 199295.5GoodVery GoodVery GoodVery Good-33660
February 199185.0GoodVery GoodVery GoodVery Good-33660

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.3,9523,9341440
Deck
Reinforced Concrete Decksq. ft.30,65630,656000
Substructure
Reinforced Concrete Columneach77000
Reinforced Concrete Abutmentlinear ft.94771700
Reinforced Concrete Pier Caplinear ft.3292983100
Joints
Pourable Jointlinear ft.3873720150
Bearings
Elastomeric Bearingeach9696000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,3201,320000