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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: June 2015 

Status:Open, no restriction [A]
Average daily traffic:39,110 [as of 2016]
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 is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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. ratingEvaluationDeckSuper.Sub.ADT
June 201583.0Not deficientGoodVery GoodGood39110
May 201383.0Not deficientGoodVery GoodGood39110
July 201183.0Not deficientVery GoodGoodVery Good39110
July 200983.0Not deficientVery GoodGoodVery Good39110
August 200783.0Not deficientVery GoodVery GoodVery Good39110
July 200583.0Not deficientVery GoodVery GoodVery Good39490
August 200384.1Not deficientVery GoodVery GoodVery Good36310
August 200147.5Functionally obsoleteSatisfactorySatisfactoryFair43250
September 199947.5Functionally obsoleteSatisfactorySatisfactoryFair46170
June 199855.5Functionally obsoleteSatisfactorySatisfactorySatisfactory46600
November 199555.5Functionally obsoleteSatisfactorySatisfactorySatisfactory49190
October 199355.5Functionally obsoleteSatisfactorySatisfactorySatisfactory47790
December 199155.5Functionally obsoleteSatisfactorySatisfactorySatisfactory48310