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FAU 2814 over NONCONNAH CREEK

Map 

Coordinates:
+35.07611, -89.90611
35°04'34" N, 89°54'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 2814 over NONCONNAH CREEK
Structure number:79S81800001
Location:PERKINS RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:90.9 ft. [27.7 m]
Total length:245.1 ft. [74.7 m]
Roadway width between curbs:86.0 ft. [26.2 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:2003
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 [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: March 2017 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:39,110 [as of 2017]
Truck traffic:5% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:83.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201783.0GoodGoodVery GoodGood-39110
June 201583.0GoodGoodVery GoodGood-39110
May 201383.0GoodGoodVery GoodGood-39110
July 201183.0GoodVery GoodGoodVery Good-39110
July 200983.0GoodVery GoodGoodVery Good-39110
August 200783.0GoodVery GoodVery GoodVery Good-39110
July 200583.0GoodVery GoodVery GoodVery Good-39490
August 200384.1GoodVery GoodVery GoodVery Good-36310
August 200147.5FairSatisfactorySatisfactoryFairFO43250
September 199947.5FairSatisfactorySatisfactoryFairFO46170
June 199855.5FairSatisfactorySatisfactorySatisfactoryFO46600
November 199555.5FairSatisfactorySatisfactorySatisfactoryFO49190
October 199355.5FairSatisfactorySatisfactorySatisfactoryFO47790
December 199155.5FairSatisfactorySatisfactorySatisfactoryFO48310