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FAU 4032 over CYPRESS CREEK

Map

Coordinates:
+35.14656, -89.95933
35°08'48" N, 89°57'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 4032 over CYPRESS CREEK
Structure number:79040320035
Location:SAM COOPER BLVD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:15.1 ft. [4.6 m]
Total length:49.9 ft. [15.2 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:2003
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 continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:40,530 [as of 2017]
Truck traffic:3% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:70.2

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2017Fair6 out of 104053070.2
April 2015Good7 out of 104053070.2
April 2013Good7 out of 104053070.2
May 2011Good7 out of 104053070.2
June 2009Good7 out of 104053071.2
October 2007Good7 out of 104053071.2
October 2005Good7 out of 104158069.8
October 2003Good7 out of 103757071.2