+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 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:13.8 ft. [4.2 m]
Vertical clearance below bridge:21.3 ft. [6.5 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]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
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 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201637.3PoorSatisfactoryFairPoorSD35750
June 201537.3PoorSatisfactoryPoorFairSD35750
June 201337.8PoorSatisfactoryPoorFairSD32650
July 201136.6PoorSatisfactoryPoorFairSD40480
July 200948.8FairSatisfactoryFairFairFO40930
July 200748.7FairSatisfactoryFairFairFO41780
July 200546.4FairSatisfactorySatisfactoryFairFO44730
July 200336.0PoorSatisfactorySatisfactoryPoorSD45140
August 200166.2FairSatisfactorySatisfactorySatisfactory-48870
September 199966.0FairSatisfactorySatisfactorySatisfactory-51870
February 199871.0FairSatisfactorySatisfactorySatisfactory-49700
October 199580.2FairSatisfactorySatisfactorySatisfactory-47150
August 199350.9PoorFairFairPoorSD40760
December 199151.6PoorFairFairPoorSD35550