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FAU 2878 over FLETCHER CREEK

Map

Coordinates:
+35.17772, -89.84039
35°10'40" N, 89°50'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 2878 over FLETCHER CREEK
Structure number:79028780013
Location:RALEIGH-LAGRANGE RD-MEMPH
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:125.0 ft. [38.1 m]
Total length:480.0 ft. [146.3 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:78.1 ft. [23.8 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:2001
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
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: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,060 [as of 2017]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Sufficiency rating:89.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairGoodVery GoodSatisfactory1006089.9
April 2015GoodGoodVery GoodGood1006089.9
April 2013GoodGoodVery GoodGood1006089.9
May 2011GoodGoodVery GoodGood1006089.9
July 2009GoodGoodVery GoodGood1006089.9
October 2007GoodGoodVery GoodGood1006089.9
October 2005GoodGoodVery GoodGood919089.2
October 2003GoodGoodVery GoodGood908090.2
May 2002GoodGoodGoodGood852090.4
March 2000GoodVery GoodVery GoodVery Good764090.7