FAP 14 297767K over CNIC RR & NONCONNAH CR


+35.07417, -90.05778
35°04'27" N, 90°03'28" W


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]
Operating rating:58.4 tons [53.1 metric tons]
Inventory rating:34.7 tons [31.5 metric tons]
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

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201679.6FairGoodGoodSatisfactory-35750
June 201578.6FairGoodGoodSatisfactory-35750
June 201378.8FairGoodGoodSatisfactory-32650
July 201178.3FairGoodGoodSatisfactory-40480
July 200978.3FairGoodGoodSatisfactory-40930
July 200778.3FairGoodGoodSatisfactory-41780
July 200578.1FairGoodGoodSatisfactory-44730
July 200378.1FairGoodGoodSatisfactory-45140
August 200179.8FairGoodGoodSatisfactory-48870
September 199976.6FairGoodGoodSatisfactory-51870
March 199887.8FairGoodGoodSatisfactory-49700
October 199586.2FairGoodGoodSatisfactory-47150
August 199385.7FairFairGoodSatisfactory-40760
December 199186.1FairFairGoodSatisfactory-35550

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Steel Girder/Beamlinear ft.5,8405,840000
Steel Protective Coatingsq. ft.5,8405,840000
Reinforced Concrete Decksq. ft.36,50036,500000
Wearing Surfacessq. ft.30,29530,295000
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.100100000
Reinforced Concrete Pier Caplinear ft.400400000
Strip Seal Jointlinear ft.204204000
Movable Bearingeach7272000
Fixed Bearingeach4040000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,4601,460000