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FAU 4032 over MALCOMB ST.

Map 

Coordinates:
+35.14750, -89.95417
35°08'51" N, 89°57'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 4032 over MALCOMB ST.
Structure number:79040320031
Location:SAM COOPER BLVD - MEMPHIS
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:57.1 ft. [17.4 m]
Total length:140.8 ft. [42.9 m]
Roadway width between curbs:53.2 ft. [16.2 m]
Deck width edge-to-edge:55.1 ft. [16.8 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:2002
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:40,530 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:95.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201595.2Not deficientGoodVery GoodGood40530
April 201395.2Not deficientGoodVery GoodGood40530
May 201192.0Functionally obsoleteGoodVery GoodGood40530
June 200992.0Not deficientGoodVery GoodGood40530
October 200792.0Not deficientGoodVery GoodGood40530
October 200591.9Not deficientGoodVery GoodVery Good41580
October 200395.3Not deficientGoodVery GoodVery Good38700
January 200397.7Not deficientGoodVery GoodVery Good14040