Share:

FAU 5078 over CYPRESS CREEK

Map

Coordinates:
+35.02667, -90.05667
35°01'36" N, 90°03'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAU 5078 over CYPRESS CREEK
Structure number:790A7620001
Location:NEELY RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:41.0 ft. [12.5 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1962
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,000 [as of 2016]
Truck traffic:2% 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:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.6 tons [33.3 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:87.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201587.5FairSatisfactorySatisfactorySatisfactory-10000
April 201387.5FairSatisfactorySatisfactorySatisfactory-10000
May 201187.5FairSatisfactorySatisfactorySatisfactory-10000
June 200987.5FairSatisfactorySatisfactorySatisfactory-10000
November 200787.5FairSatisfactorySatisfactorySatisfactory-10000
October 200587.5FairSatisfactorySatisfactorySatisfactory-9690
October 200387.4FairSatisfactorySatisfactorySatisfactory-10210
November 200187.3FairSatisfactorySatisfactorySatisfactory-11580
March 200087.3FairSatisfactorySatisfactorySatisfactory-11250
June 199887.5FairSatisfactoryGoodGood-9650
May 199887.4FairSatisfactorySatisfactoryGood-10690
December 199588.8FairSatisfactorySatisfactorySatisfactory-8250
September 199388.7FairSatisfactorySatisfactorySatisfactory-10080
December 199189.2FairSatisfactorySatisfactorySatisfactory-4000