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FAU 5224 over CYPRESS CREEK

Map 

Coordinates:
+35.16861, -90.00000
35°10'07" N, 90°00'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 5224 over CYPRESS CREEK
Structure number:790A5580001
Location:N EVERGREEN ST - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:30.8 ft. [9.4 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:45.6 ft. [13.9 m]
Deck width edge-to-edge:55.4 ft. [16.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1964
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,070 [as of 2017]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:28.7 tons [26.1 metric tons]
Inventory rating:19.8 tons [18.0 metric tons]
Sufficiency rating:75.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,060,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201775.3FairGoodSatisfactorySatisfactory-6070
April 201574.3FairGoodGoodSatisfactory-6070
April 201374.3FairGoodGoodSatisfactory-6070
June 201174.3FairGoodGoodSatisfactory-6070
June 200974.3FairGoodGoodSatisfactory-6070
November 200774.3FairGoodGoodSatisfactory-6070
October 200574.3FairGoodGoodSatisfactory-5910
October 200374.5FairGoodGoodSatisfactory-5610
November 200174.2FairGoodGoodSatisfactory-6230
April 200074.1FairGoodGoodSatisfactory-6370
June 199877.0FairSatisfactorySatisfactorySatisfactory-2500
May 199873.8FairGoodGoodSatisfactory-6940
December 199577.0FairSatisfactorySatisfactorySatisfactory-2500
September 199353.2PoorSatisfactorySatisfactoryPoorSD14750
September 199259.7PoorSatisfactorySatisfactoryPoorSD4500
December 199176.3FairSatisfactorySatisfactoryFair-4500