Share:

FAU 4183 over NONCONNAH CREEK

Map 

Coordinates:
+35.03917, -89.79556
35°02'21" N, 89°47'44" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 4183 over NONCONNAH CREEK
Structure number:790B2570001
Location:HACKS CROSS RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:104.0 ft. [31.7 m]
Total length:288.7 ft. [88.0 m]
Roadway width between curbs:87.9 ft. [26.8 m]
Deck width edge-to-edge:104.0 ft. [31.7 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1999
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
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 

Status:Open, no restriction [A]
Average daily traffic:18,560 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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:35.6 tons [32.4 metric tons]
Sufficiency rating:88.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201588.3Not deficientSatisfactoryGoodGood18560
May 201388.3Not deficientSatisfactoryGoodGood18560
July 201187.3Not deficientSatisfactoryGoodGood18560
July 200986.3Not deficientSatisfactoryGoodGood18560
August 200786.3Not deficientGoodGoodGood18560
July 200584.5Not deficientGoodGoodGood22060
July 200387.7Not deficientGoodGoodGood15900
August 200188.5Not deficientGoodGoodGood14390
September 199948.4Not deficientFairSatisfactorySatisfactory18210
June 199854.7Not deficientFairSatisfactorySatisfactory10260
December 199565.1Not deficientSatisfactorySatisfactorySatisfactory9970
October 199365.9Not deficientSatisfactorySatisfactorySatisfactory8970
December 199168.5Not deficientSatisfactorySatisfactorySatisfactory5400