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FAU 385 over NONCONNAH CR & QUINCE RD

Map 

Coordinates:
+35.05222, -89.82333
35°03'08" N, 89°49'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 385 over NONCONNAH CR & QUINCE RD
Structure number:79SR3850015
Location:0.6 MI W OF SR177 JCT
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:139.1 ft. [42.4 m]
Total length:851.1 ft. [259.4 m]
Roadway width between curbs:126.0 ft. [38.4 m]
Deck width edge-to-edge:133.9 ft. [40.8 m]
Vertical clearance below bridge:18.4 ft. [5.6 m]
Skew angle:49°
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: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: February 2017 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:87,820 [as of 2015]
Truck traffic:2% 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:Superior to present desirable criteria [9]
Underclearances 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:78.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$26,260,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201778.2FairSatisfactoryGoodGood-87820
May 201577.2FairSatisfactoryGoodGood-87820
May 201377.2FairSatisfactoryGoodGood-88300
June 201166.2FairSatisfactoryGoodFair-76280
July 200966.2FairSatisfactoryGoodFair-76590
July 200766.2FairGoodGoodFair-79900
July 200566.2FairGoodGoodFair-80960
July 200366.2FairGoodGoodFair-67750
August 200179.2GoodGoodVery GoodVery Good-63060
September 199979.2GoodGoodVery GoodVery Good-50600
March 199879.2GoodGoodVery GoodVery Good-61220