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FAU 2828 over NONCONNAH CREEK

Map 

Coordinates:
+35.07306, -89.86250
35°04'23" N, 89°51'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 2828 over NONCONNAH CREEK
Structure number:79L28280001
Location:RIDGEWAY RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:49.9 ft. [15.2 m]
Total length:188.0 ft. [57.3 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:32,970 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:76.1
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$829,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201576.1FairSatisfactorySatisfactorySatisfactory-32970
May 201376.1FairSatisfactorySatisfactorySatisfactory-32970
July 201176.1FairSatisfactorySatisfactorySatisfactory-32970
July 200976.1FairSatisfactorySatisfactorySatisfactory-32970
July 200776.1FairSatisfactorySatisfactorySatisfactory-32970
July 200576.0FairSatisfactorySatisfactorySatisfactory-34150
July 200376.1FairSatisfactorySatisfactorySatisfactory-33310
August 200175.9FairSatisfactorySatisfactorySatisfactory-34900
October 199975.8FairSatisfactorySatisfactorySatisfactory-35960
June 199877.1FairSatisfactorySatisfactorySatisfactory-24480
November 199577.1FairSatisfactorySatisfactorySatisfactory-24480
October 199377.0FairSatisfactorySatisfactorySatisfactory-32410
September 199276.8FairSatisfactorySatisfactorySatisfactory-34180
December 199176.8FairSatisfactorySatisfactorySatisfactory-34180