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FAP 14 297767K over CNIC RR & NONCONNAH CR

Map

Coordinates:
+35.07433, -90.05781
35°04'28" N, 90°03'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAP 14 297767K over CNIC RR & NONCONNAH CR
Structure number:79SR0140005
Location:0.5 MI S OF I-55 JCT
Purpose:Carries highway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:128.9 ft. [39.3 m]
Total length:745.4 ft. [227.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:49.5 ft. [15.1 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1964
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:9
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:35,750 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:79.6
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,610,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016FairGoodGoodSatisfactory3575079.6
June 2015FairGoodGoodSatisfactory3575078.6
June 2013FairGoodGoodSatisfactory3265078.8
July 2011FairGoodGoodSatisfactory4048078.3
July 2009FairGoodGoodSatisfactory4093078.3
July 2007FairGoodGoodSatisfactory4178078.3
July 2005FairGoodGoodSatisfactory4473078.1
July 2003FairGoodGoodSatisfactory4514078.1
August 2001FairGoodGoodSatisfactory4887079.8
September 1999FairGoodGoodSatisfactory5187076.6
March 1998FairGoodGoodSatisfactory4970087.8
October 1995FairGoodGoodSatisfactory4715086.2
August 1993FairFairGoodSatisfactory4076085.7
December 1991FairFairGoodSatisfactory3555086.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.5,8405,840000
Steel Protective Coatingsq. ft.5,8405,840000
Deck
Reinforced Concrete Decksq. ft.36,50036,500000
Wearing Surfacessq. ft.30,29530,295000
Substructure
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.100100000
Reinforced Concrete Pier Caplinear ft.400400000
Joints
Strip Seal Jointlinear ft.204204000
Bearings
Movable Bearingeach7272000
Fixed Bearingeach4040000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,4601,460000