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FAP 14 348511A over 02800, 0K274 & CSX RR

Map 

Coordinates:
+35.17389, -89.94111
35°10'26" N, 89°56'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAP 14 348511A over 02800, 0K274 & CSX RR
Structure number:79SR0140023
Location:1 MI S OF I-40 JCT
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:63.0 ft. [19.2 m]
Total length:1185.4 ft. [361.3 m]
Roadway width between curbs:76.1 ft. [23.2 m]
Deck width edge-to-edge:89.9 ft. [27.4 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1940
Year reconstructed:1990
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:27,080 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:65.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$30,106,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201565.2Functionally obsoleteSatisfactorySatisfactoryFair27080
March 201365.2Functionally obsoleteSatisfactorySatisfactoryFair24290
April 201149.2Structurally deficientSatisfactorySatisfactoryPoor27330
May 200949.2Structurally deficientSatisfactorySatisfactoryPoor26610
August 200765.2Functionally obsoleteGoodGoodFair24170
September 200576.2Functionally obsoleteGoodGoodSatisfactory29700
September 200378.2Not deficientGoodGoodSatisfactory28000
October 200176.2Not deficientGoodGoodGood28770
February 20000.0Not applicable---5650
February 199838.0Functionally obsoleteSatisfactoryFairFair24210
October 199537.0Functionally obsoleteSatisfactoryFairFair22360
September 199337.0Functionally obsoleteSatisfactoryFairFair24170
December 199137.0Functionally obsoleteSatisfactoryFairFair26410