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FAP 14 297767K over IC RR & NONCONNAH CREEK

Map 

Coordinates:
+35.07417, -90.05778
35°04'27" N, 90°03'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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: June 2015 

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:Poor [4 out of 9]
Substructure condition:Fair [5 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 and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
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]
Evaluation:Structurally deficient [1]
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. ratingEvaluationDeckSuper.Sub.ADT
June 201537.3Structurally deficientSatisfactoryPoorFair35750
June 201337.8Structurally deficientSatisfactoryPoorFair32650
July 201136.6Structurally deficientSatisfactoryPoorFair40480
July 200948.8Functionally obsoleteSatisfactoryFairFair40930
July 200748.7Functionally obsoleteSatisfactoryFairFair41780
July 200546.4Functionally obsoleteSatisfactorySatisfactoryFair44730
July 200336.0Structurally deficientSatisfactorySatisfactoryPoor45140
August 200166.2Not deficientSatisfactorySatisfactorySatisfactory48870
September 199966.0Not deficientSatisfactorySatisfactorySatisfactory51870
February 199871.0Not deficientSatisfactorySatisfactorySatisfactory49700
October 199580.2Not deficientSatisfactorySatisfactorySatisfactory47150
August 199350.9Structurally deficientFairFairPoor40760
December 199151.6Structurally deficientFairFairPoor35550