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FAU 385 over NONCONNAH CREEK

Map 

Coordinates:
+35.06417, -89.84000
35°03'51" N, 89°50'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 385 over NONCONNAH CREEK
Structure number:79SR3850011
Location:2.7 MI E OF I-240 JCT
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:265.1 ft. [80.8 m]
Total length:1774.4 ft. [540.8 m]
Roadway width between curbs:113.9 ft. [34.7 m]
Deck width edge-to-edge:117.8 ft. [35.9 m]
Owner:State Highway Agency [01]
Year built:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:7
Main spans material:Steel continuous [4]
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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:111,300 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Good [7 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: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: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:77.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$65,384,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201577.2Not deficientGoodGoodGood111300
May 201377.2Not deficientSatisfactoryGoodGood111680
June 201177.2Not deficientGoodGoodGood99890
July 200977.2Not deficientGoodGoodGood99840
July 200777.2Not deficientGoodGoodGood103470
July 200577.2Not deficientGoodVery GoodGood105030
July 200377.2Not deficientGoodVery GoodGood89370
August 200179.2Not deficientGoodVery GoodVery Good88150
September 199979.2Not deficientGoodVery GoodVery Good75460
March 199879.2Not deficientGoodVery GoodVery Good76410