Share:

FAU 4032 over CYPRESS CREEK

Map 

Coordinates:
+35.14639, -89.95917
35°08'47" N, 89°57'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:M 18 / H 20 [4]
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]
Operating rating:98.9 tons [89.9 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:70.2

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
March 201770.2Fair6 out of 10-40530
April 201570.2Good7 out of 10-40530
April 201370.2Good7 out of 10-40530
May 201170.2Good7 out of 10-40530
June 200971.2Good7 out of 10-40530
October 200771.2Good7 out of 10-40530
October 200569.8Good7 out of 10-41580
October 200371.2Good7 out of 10-37570