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FAU 2855 over JEFFERSON AVE / I-240

Map 

Coordinates:
+35.14250, -90.02306
35°08'33" N, 90°01'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 2855 over JEFFERSON AVE / I-240
Structure number:79I00400157
Location:JEFFERSON AVE - MEMPHIS
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:62.0 ft. [18.9 m]
Total length:246.1 ft. [75.0 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:80.4 ft. [24.5 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
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:4
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:6,300 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:Better than present minimum criteria [7]
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]
Evaluation:Structurally deficient [1]
Sufficiency rating:52.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,974,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201552.8Structurally deficientGoodGoodPoor6300
February 201352.8Structurally deficientGoodGoodPoor6300
March 201152.8Structurally deficientGoodGoodPoor6300
May 200952.8Structurally deficientGoodGoodPoor6300
June 200770.8Functionally obsoleteGoodGoodFair6300
August 200570.2Functionally obsoleteGoodGoodFair6920
August 200373.2Not deficientGoodGoodFair7270
September 200173.3Not deficientVery GoodGoodFair7110
February 20000.0Not applicable---71150
June 199873.1Not deficientSatisfactoryGoodFair7410
September 199569.7Functionally obsoleteSatisfactoryGoodFair7410