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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

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201582.8FairGoodSatisfactorySatisfactory-43070
May 201390.9FairGoodSatisfactorySatisfactory-43070
July 201190.9FairGoodGoodSatisfactory-43070
July 200990.9FairGoodGoodSatisfactory-43070
August 200790.9FairGoodGoodSatisfactory-43070
July 200590.6FairGoodGoodSatisfactory-44860
August 200390.3FairGoodGoodSatisfactory-47160
August 200188.9FairGoodGoodSatisfactory-49610
March 200088.7FairGoodGoodSatisfactory-51270
June 199888.3GoodGoodGoodGood-53770
November 199591.6FairSatisfactorySatisfactorySatisfactory-56200
October 199390.8FairSatisfactorySatisfactorySatisfactory-61630
December 199190.6FairSatisfactorySatisfactorySatisfactory-62870