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FAU 2819 over WOLF RIVER

Map

Coordinates:
+35.19142, -89.99286
35°11'29" N, 89°59'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 2819 over WOLF RIVER
Structure number:790M0140001
Location:N. MCLEAN BLVD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:121.1 ft. [36.9 m]
Total length:901.0 ft. [274.6 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:69.9 ft. [21.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1980
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel continuous [4]
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: December 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,210 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 assessed or calculated scour condition. [5]
Sufficiency rating:75.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$15,221,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016FairGoodSatisfactoryFair621075.2
January 2015FairGoodGoodFair621075.2
June 2013FairGoodGoodFair881065.0
July 2011FairGoodGoodFair881066.0
July 2009FairGoodGoodFair881066.0
August 2007FairGoodGoodFair881066.0
July 2005FairFairSatisfactoryFair846064.4
July 2003FairFairSatisfactoryFair845064.4
August 2001FairFairSatisfactoryFair972064.0
October 1999FairFairSatisfactoryFair665070.5
June 1998FairFairGoodFair760067.9
April 1998FairFairSatisfactoryFair780065.5
November 1995FairSatisfactoryGoodSatisfactory750080.1
October 1993FairSatisfactoryGoodSatisfactory775079.7
December 1991FairSatisfactoryGoodSatisfactory805079.3