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FAP 14 297767K over IC RR & NONCONNAH CREEK

Map

Coordinates:
+35.07442, -90.05797
35°04'28" N, 90°03'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 14 297767K over IC RR & NONCONNAH CREEK
Structure number:79SR0140006
Location:0.3 MI S OF I55 JCT
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:141.7 ft. [43.2 m]
Total length:787.4 ft. [240.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:52.5 ft. [16.0 m]
Vertical clearance above deck:13.5 ft. [4.1 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Owner:State Highway Agency [01]
Year built:1929
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:35,750 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:37.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$15,836,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016PoorSatisfactoryFairPoor3575037.3
June 2015PoorSatisfactoryPoorFair3575037.3
June 2013PoorSatisfactoryPoorFair3265037.8
July 2011PoorSatisfactoryPoorFair4048036.6
July 2009FairSatisfactoryFairFair4093048.8
July 2007FairSatisfactoryFairFair4178048.7
July 2005FairSatisfactorySatisfactoryFair4473046.4
July 2003PoorSatisfactorySatisfactoryPoor4514036.0
August 2001FairSatisfactorySatisfactorySatisfactory4887066.2
September 1999FairSatisfactorySatisfactorySatisfactory5187066.0
February 1998FairSatisfactorySatisfactorySatisfactory4970071.0
October 1995FairSatisfactorySatisfactorySatisfactory4715080.2
August 1993PoorFairFairPoor4076050.9
December 1991PoorFairFairPoor3555051.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.994994000
Reinforced Concrete Girder/Beamlinear ft.5,1615,158300
Deck
Reinforced Concrete Decksq. ft.44,70744,19451300
Wearing Surfacessq. ft.32,27130,7311,53550
Superstructure
Steel Trusslinear ft.284284000
Steel Floor Beamlinear ft.398398000
Substructure
Reinforced Concrete Columneach3503500
Reinforced Concrete Abutmentlinear ft.114112200
Reinforced Concrete Pier Caplinear ft.9098911080
Joints
Strip Seal Jointlinear ft.5757000
Bearings
Movable Bearingeach22000
Fixed Bearingeach22000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,5741,574000