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FAU 5092 over NONCONNAH CREEK

Map 

Coordinates:
+35.08056, -90.07861
35°04'50" N, 90°04'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 5092 over NONCONNAH CREEK
Structure number:790H2770001
Location:RIVERPORT RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:80.1 ft. [24.4 m]
Total length:300.9 ft. [91.7 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1980
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:6,080 [as of 2016]
Truck traffic:35% 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:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:63.4 tons [57.6 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:87.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201587.8Not deficientSatisfactorySatisfactorySatisfactory6080
May 201376.1Not deficientSatisfactorySatisfactoryFair6080
July 201176.1Not deficientSatisfactorySatisfactoryFair6080
July 200976.1Not deficientSatisfactorySatisfactoryFair6080
August 200776.1Not deficientSatisfactorySatisfactoryFair6080
July 200576.5Not deficientSatisfactorySatisfactoryFair5580
August 200377.8Not deficientSatisfactorySatisfactoryFair4010
August 200177.4Not deficientSatisfactorySatisfactoryFair4410
October 199979.1Not deficientSatisfactoryGoodFair2300
June 199878.7Not deficientSatisfactoryGoodFair2800
January 199678.7Not deficientSatisfactoryGoodFair2800
September 199391.0Not deficientSatisfactorySatisfactorySatisfactory1450
December 199190.5Not deficientSatisfactorySatisfactorySatisfactory2110