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FAU 2814 348583D over PEDESTRIAN WALKWAY

Map

Coordinates:
+35.14500, -89.90778
35°08'42" N, 89°54'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 2814 348583D over PEDESTRIAN WALKWAY
Structure number:79K28140009
Location:PERKINS RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:54.1 ft. [16.5 m]
Total length:142.1 ft. [43.3 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:73.2 ft. [22.3 m]
Vertical clearance below bridge:23.3 ft. [7.1 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1970
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:Steel continuous [4]
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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:18,710 [as of 2017]
Truck traffic:1% of total traffic
Deck condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
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:79.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$626,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201779.9FairFairSatisfactorySatisfactoryFO18710
April 201580.9FairFairSatisfactorySatisfactoryFO18710
April 201380.9FairFairSatisfactorySatisfactoryFO18710
May 201180.9FairFairSatisfactorySatisfactoryFO18710
June 200980.9FairFairGoodSatisfactoryFO18710
October 200779.9FairFairGoodSatisfactoryFO18710
September 200579.5FairFairGoodSatisfactoryFO20760
October 200379.4FairFairGoodGoodFO21530
October 200179.5FairFairGoodGoodFO20910
March 200080.1FairFairGoodGoodFO17290
June 199879.8FairFairGoodGoodFO18830
November 199586.9FairSatisfactoryGoodSatisfactoryFO18750
October 199387.1FairSatisfactoryGoodSatisfactoryFO17380
December 199187.2FairSatisfactoryGoodSatisfactoryFO16890