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I65 SBL over PINTLALA CRK.RELIEF NO.1

Map

Coordinates:
+32.22149, -86.39494
32°13'17" N, 86°23'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I65 SBL over PINTLALA CRK.RELIEF NO.1
Structure number:008582
Old structure number:00000I65510011A (from 1992 edition)
Location:2.2 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:Fair [5 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:75.0
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 2017FairFairSatisfactorySatisfactory1606075.0
April 2015FairFairSatisfactorySatisfactory1606075.0
March 2013FairSatisfactorySatisfactorySatisfactory1487576.2
March 2011FairSatisfactorySatisfactorySatisfactory1518077.2
March 2009FairSatisfactorySatisfactorySatisfactory1645577.0
March 2007FairSatisfactorySatisfactorySatisfactory1565076.1
February 2005FairSatisfactorySatisfactoryGood1490076.2
January 2003FairSatisfactorySatisfactoryGood1398577.3
January 2001FairSatisfactorySatisfactoryGood1398576.3
January 2000FairSatisfactorySatisfactoryGood1339576.4
March 1999FairSatisfactorySatisfactoryGood1218076.5
March 1997FairSatisfactorySatisfactoryGood1171576.6
February 1995FairSatisfactorySatisfactoryGood1035577.0
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.1,0881,085300
Deck
Reinforced Concrete Top Flangesq. ft.9,00305,3993,6040
Substructure
Reinforced Concrete Abutmentlinear ft.84622200
Steel Pileeach2828000
Reinforced Concrete Pier Caplinear ft.197197000
Joints
Pourable Jointlinear ft.23145485979
Bearings
Elastomeric Bearingeach56461000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5445241802