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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 

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. ratingEvaluationDeckSuper.Sub.ADT
June 201576.1Not deficientSatisfactorySatisfactorySatisfactory32970
May 201376.1Not deficientSatisfactorySatisfactorySatisfactory32970
July 201176.1Not deficientSatisfactorySatisfactorySatisfactory32970
July 200976.1Not deficientSatisfactorySatisfactorySatisfactory32970
July 200776.1Not deficientSatisfactorySatisfactorySatisfactory32970
July 200576.0Not deficientSatisfactorySatisfactorySatisfactory34150
July 200376.1Not deficientSatisfactorySatisfactorySatisfactory33310
August 200175.9Not deficientSatisfactorySatisfactorySatisfactory34900
October 199975.8Not deficientSatisfactorySatisfactorySatisfactory35960
June 199877.1Not deficientSatisfactorySatisfactorySatisfactory24480
November 199577.1Not deficientSatisfactorySatisfactorySatisfactory24480
October 199377.0Not deficientSatisfactorySatisfactorySatisfactory32410
September 199276.8Not deficientSatisfactorySatisfactorySatisfactory34180
December 199176.8Not deficientSatisfactorySatisfactorySatisfactory34180