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NFA E155 over PERSON AVE / I-240

Map 

Coordinates:
+35.10667, -90.02917
35°06'24" N, 90°01'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:NFA E155 over PERSON AVE / I-240
Structure number:79I02400051
Location:PERSON AVE - MEMPHIS
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:68.9 ft. [21.0 m]
Total length:137.1 ft. [41.8 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:58.1 ft. [17.7 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
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: January 2017 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2017]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Sufficiency rating:87.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201787.9FairSatisfactorySatisfactorySatisfactoryFO100
February 201587.9FairGoodGoodSatisfactoryFO100
February 201387.9GoodGoodGoodGoodFO100
March 201187.9GoodGoodGoodGoodFO100
April 200987.9GoodGoodGoodGoodFO100
June 200787.9GoodGoodGoodGoodFO100
August 200587.9GoodGoodGoodGoodFO100
August 200389.9GoodGoodGoodGoodFO100
September 200191.9GoodGoodGoodGood-100
February 200091.9GoodGoodGoodGood-100
June 199890.9GoodGoodGoodGood-100
September 199590.9FairSatisfactoryGoodSatisfactory-100
August 199390.9FairSatisfactoryGoodSatisfactory-100
November 199191.9FairSatisfactoryGoodSatisfactory-100