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: June 2015 

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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:78.6
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. ratingEvaluationDeckSuper.Sub.ADT
June 201578.6Not deficientGoodGoodSatisfactory35750
June 201378.8Not deficientGoodGoodSatisfactory32650
July 201178.3Not deficientGoodGoodSatisfactory40480
July 200978.3Not deficientGoodGoodSatisfactory40930
July 200778.3Not deficientGoodGoodSatisfactory41780
July 200578.1Not deficientGoodGoodSatisfactory44730
July 200378.1Not deficientGoodGoodSatisfactory45140
August 200179.8Not deficientGoodGoodSatisfactory48870
September 199976.6Not deficientGoodGoodSatisfactory51870
March 199887.8Not deficientGoodGoodSatisfactory49700
October 199586.2Not deficientGoodGoodSatisfactory47150
August 199385.7Not deficientFairGoodSatisfactory40760
December 199186.1Not deficientFairGoodSatisfactory35550