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FAU 385 over NONCONNAH CREEK

Map 

Coordinates:
+35.04528, -89.80833
35°02'43" N, 89°48'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 385 over NONCONNAH CREEK
Structure number:79SR3850027
Location:0.6 MI E OF SR177 JCT.
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:119.1 ft. [36.3 m]
Total length:356.3 ft. [108.6 m]
Roadway width between curbs:53.8 ft. [16.4 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Skew angle:50°
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:3
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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:69,440 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:71.3 tons [64.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201595.7Not deficientGoodVery GoodGood69440
May 201395.7Not deficientGoodVery GoodGood69690
June 201196.3Not deficientGoodVery GoodGood58170
July 200995.3Not deficientGoodVery GoodGood58050
July 200795.1Not deficientGoodVery GoodGood61230
July 200595.0Not deficientGoodVery GoodGood63360
July 200395.5Not deficientGoodVery GoodGood54460
August 200197.4Not deficientGoodVery GoodVery Good55420
September 199998.2Not deficientGoodVery GoodVery Good38250
March 199897.1Not deficientGoodVery GoodVery Good61220