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FAU 2828 over NONCONNAH CREEK

Map

Coordinates:
+35.07306, -89.86250
35°04'23" N, 89°51'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 2828 over NONCONNAH CREEK
Structure number:79L28280002
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:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:55.1
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 201555.1FairFairFairSatisfactory-32970
May 201355.1FairFairFairSatisfactory-32970
July 201155.1FairFairFairSatisfactory-32970
July 200963.3FairFairFairFair-32970
August 200763.3FairFairFairFair-32970
July 200563.1FairFairFairFair-34150
July 200363.3FairFairFairFair-33310
August 200145.7PoorPoorPoorSatisfactorySD34900
October 199949.0PoorSatisfactoryPoorSatisfactorySD35960
June 199867.6FairSatisfactoryFairSatisfactory-24480
November 199565.6FairSatisfactoryFairSatisfactory-24480
October 199365.4FairSatisfactoryFairSatisfactory-32410
September 199265.2FairSatisfactoryFairSatisfactory-34180
December 199165.2FairSatisfactoryFairSatisfactory-34180