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FAU 5346 over NONCONNAH CREEK

Map 

Coordinates:
+35.02750, -89.72278
35°01'39" N, 89°43'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 5346 over NONCONNAH CREEK
Structure number:79014500017
Location:BAILEY STATION RD-SHELBY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:39.7 ft. [12.1 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:90.2 ft. [27.5 m]
Deck width edge-to-edge:103.0 ft. [31.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1996
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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:8,080 [as of 2016]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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 assessed or calculated scour condition. [5]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201596.2Not deficientSatisfactoryGoodGood8080
May 201396.2Not deficientSatisfactoryGoodGood8080
July 201196.2Not deficientSatisfactoryGoodGood8080
July 200994.2Not deficientGoodGoodGood8080
August 200794.2Not deficientGoodGoodGood8080
July 200592.9Not deficientGoodGoodGood10960
August 200393.4Not deficientGoodGoodGood9730
August 200195.4Not deficientGoodVery GoodGood5530
October 199991.2Not deficientGoodVery GoodVery Good12340
June 199869.5Not deficientGoodSatisfactoryFair600
January 199687.6Not deficientSatisfactoryGoodSatisfactory600
September 199387.6Not deficientSatisfactoryGoodSatisfactory600
December 199187.6Not deficientSatisfactoryGoodSatisfactory600