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I65 NBL over PINTLALA CRK.RELIEF NO 2

Map

Coordinates:
+32.22450, -86.39295
32°13'28" N, 86°23'35" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I65 NBL over PINTLALA CRK.RELIEF NO 2
Structure number:008585
Old structure number:00000I65510014B (from 1992 edition)
Location:2.4 MI.N.OF TYSON RD.
Purpose:Carries highway over relief for waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:34.1 ft. [10.4 m]
Total length:272.0 ft. [82.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:8
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: April 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,060 [as of 2013]
Truck traffic:24% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:76.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,312,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactorySatisfactorySatisfactory1606076.1
April 2015FairSatisfactorySatisfactorySatisfactory1606076.1
March 2013FairSatisfactorySatisfactorySatisfactory1487576.2
March 2011FairSatisfactorySatisfactorySatisfactory1518076.2
March 2009FairSatisfactorySatisfactorySatisfactory1645577.0
April 2007FairGoodSatisfactoryGood1565077.1
February 2005FairGoodSatisfactoryGood1490077.2
January 2003FairGoodSatisfactoryGood1398577.3
January 2001FairGoodSatisfactoryGood1339575.4
April 1999FairGoodSatisfactoryGood1281075.5
March 1997FairGoodSatisfactoryGood1171576.6
February 1995GoodGoodGoodGood1035577.0
February 1993GoodGoodVery GoodVery Good946576.1
January 1991GoodGoodVery GoodVery Good845076.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,0881,084310
Deck
Reinforced Concrete Top Flangesq. ft.9,00304,9554,0453
Substructure
Reinforced Concrete Abutmentlinear ft.84621750
Steel Pileeach2828000
Reinforced Concrete Pier Caplinear ft.197195110
Joints
Pourable Jointlinear ft.23101073094
Bearings
Elastomeric Bearingeach5656000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5445209123