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FAU 2800 over CYPRESS CREEK

Map

Coordinates:
+35.17325, -90.01039
35°10'24" N, 90°00'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 2800 over CYPRESS CREEK
Structure number:79028000005
Location:CHELSEA AVE - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:62.0 ft. [18.9 m]
Total length:198.2 ft. [60.4 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:86.0 ft. [26.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1960
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:11,830 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:83.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactorySatisfactorySatisfactory1183083.6
April 2015FairSatisfactorySatisfactorySatisfactory1183083.6
April 2013FairSatisfactoryFairFair1183071.7
June 2011FairSatisfactoryFairFair1183071.7
June 2009FairSatisfactoryFairFair1183071.7
October 2007FairSatisfactoryFairFair1183071.7
October 2005FairSatisfactoryFairFair1198071.7
October 2003FairSatisfactoryFairFair1256071.4
October 2001PoorSatisfactoryFairPoor1362052.7
March 2000PoorSatisfactoryFairPoor1202047.9
June 1998FairSatisfactoryGoodFair1480064.7
April 1998FairSatisfactoryGoodFair1348065.4
October 1995FairSatisfactorySatisfactoryFair1471065.9
October 1993FairSatisfactorySatisfactoryFair1397066.3
December 1991FairSatisfactorySatisfactoryFair1470065.9