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FAU 2827 over NONCONNAH CREEK

Map 

Coordinates:
+35.08167, -89.89028
35°04'54" N, 89°53'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 2827 over NONCONNAH CREEK
Structure number:79028270009
Location:MT MORIAH RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:83.0 ft. [25.3 m]
Total length:251.0 ft. [76.5 m]
Roadway width between curbs:96.1 ft. [29.3 m]
Deck width edge-to-edge:110.9 ft. [33.8 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1957
Year reconstructed:1986
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
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:43,070 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
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:26.7 tons [24.3 metric tons]
Sufficiency rating:82.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201582.8Not deficientGoodSatisfactorySatisfactory43070
May 201390.9Not deficientGoodSatisfactorySatisfactory43070
July 201190.9Not deficientGoodGoodSatisfactory43070
July 200990.9Not deficientGoodGoodSatisfactory43070
August 200790.9Not deficientGoodGoodSatisfactory43070
July 200590.6Not deficientGoodGoodSatisfactory44860
August 200390.3Not deficientGoodGoodSatisfactory47160
August 200188.9Not deficientGoodGoodSatisfactory49610
March 200088.7Not deficientGoodGoodSatisfactory51270
June 199888.3Not deficientGoodGoodGood53770
November 199591.6Not deficientSatisfactorySatisfactorySatisfactory56200
October 199390.8Not deficientSatisfactorySatisfactorySatisfactory61630
December 199190.6Not deficientSatisfactorySatisfactorySatisfactory62870