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FAP 14 348511A over 02800, 0K274 & CSX RR

Map

Coordinates:
+35.17397, -89.94125
35°10'26" N, 89°56'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 14 348511A over 02800, 0K274 & CSX RR
Structure number:79SR0140023
Location:1 MI S OF I-40 JCT
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:63.0 ft. [19.2 m]
Total length:1185.4 ft. [361.3 m]
Roadway width between curbs:76.1 ft. [23.2 m]
Deck width edge-to-edge:89.9 ft. [27.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1940
Year reconstructed:1990
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Steel [3]
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: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:25,630 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:64.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$30,106,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactorySatisfactoryFair2563064.2
March 2015FairSatisfactorySatisfactoryFair2708065.2
March 2013FairSatisfactorySatisfactoryFair2429065.2
April 2011PoorSatisfactorySatisfactoryPoor2733049.2
May 2009PoorSatisfactorySatisfactoryPoor2661049.2
August 2007FairGoodGoodFair2417065.2
September 2005FairGoodGoodSatisfactory2970076.2
September 2003FairGoodGoodSatisfactory2800078.2
October 2001GoodGoodGoodGood2877076.2
February 2000----56500.0
February 1998FairSatisfactoryFairFair2421038.0
October 1995FairSatisfactoryFairFair2236037.0
September 1993FairSatisfactoryFairFair2417037.0
December 1991FairSatisfactoryFairFair2641037.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5,0405,040000
Steel Protective Coatingsq. ft.5,0405,040000
Prestressed Concrete Girder/Beamlinear ft.4,9804,980000
Reinforced Concrete Girder/Beamlinear ft.6,7586,749630
Deck
Reinforced Concrete Decksq. ft.106,650106,650000
Substructure
Reinforced Concrete Columneach9898000
Reinforced Concrete Abutmentlinear ft.180180000
Reinforced Concrete Pileeach115115000
Steel Pier Caplinear ft.360360000
Reinforced Concrete Pier Caplinear ft.2,9102,910000
Joints
Strip Seal Jointlinear ft.180180000
Bearings
Elastomeric Bearingeach181181000
Movable Bearingeach1414000
Bridge Rail
Other Material Bridge Raillinear ft.2,3702,370000