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I85 NBL over LINE CRK. RELIEF

Map

Coordinates:
+32.38178, -86.00704
32°22'54" N, 86°00'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I85 NBL over LINE CRK. RELIEF
Structure number:007557
Old structure number:00000I85440004B (from 1992 edition)
Location:3.27 MI.S.OF SHORTER EXIT
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:204.1 ft. [62.2 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:1962
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:6
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: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,020 [as of 2013]
Truck traffic:21% 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 conditions; field review indicates action is required. [4]
Sufficiency rating:73.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,807,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairFairSatisfactorySatisfactory1802073.6
July 2015FairSatisfactorySatisfactorySatisfactory1802071.6
August 2013FairSatisfactorySatisfactorySatisfactory1802071.7
August 2011FairSatisfactorySatisfactorySatisfactory1768571.8
August 2009FairSatisfactorySatisfactorySatisfactory1848071.7
August 2007FairSatisfactorySatisfactorySatisfactory1842076.8
October 2005FairSatisfactoryGoodGood1712576.9
July 2003FairSatisfactoryGoodGood1591577.1
August 2001FairSatisfactoryGoodGood1591577.1
August 1999FairGoodSatisfactoryGood1424077.3
August 1997FairGoodSatisfactoryGood1367077.3
June 1995FairGoodSatisfactoryGood1254577.8
June 1993FairGoodGoodFair1081565.7
April 1991GoodGoodVery GoodVery Good1022076.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.816081501
Deck
Reinforced Concrete Top Flangesq. ft.6,7561802,4964,0800
Substructure
Reinforced Concrete Abutmentlinear ft.84691500
Steel Pileeach2020000
Reinforced Concrete Pier Caplinear ft.136128350
Joints
Pourable Jointlinear ft.156156000
Compression Jointlinear ft.66402600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4083862200