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FAU 5222 over CYPRESS CREEK

Map 

Coordinates:
+35.16889, -89.98361
35°10'08" N, 89°59'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 5222 over CYPRESS CREEK
Structure number:790B4870001
Location:SPRINGDALE ST - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:23.0 ft. [7.0 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:70.5 ft. [21.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1965
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
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:6,770 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:39.6 tons [36.0 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:69.1
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$167,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201769.1FairSatisfactoryGoodSatisfactoryFO6770
April 201568.1FairFairGoodSatisfactoryFO6770
April 201368.1FairFairGoodSatisfactoryFO6770
May 201168.1FairFairGoodSatisfactoryFO6770
June 200968.1FairFairGoodSatisfactoryFO6770
November 200768.1FairFairGoodSatisfactoryFO6770
October 200568.0FairFairGoodSatisfactoryFO7350
November 200368.0FairFairGoodSatisfactoryFO7480
November 200168.9FairSatisfactoryGoodSatisfactoryFO7770
April 200069.1FairSatisfactoryGoodSatisfactoryFO6920
June 199869.5FairSatisfactoryGoodSatisfactoryFO5000
May 199869.3FairSatisfactoryGoodSatisfactoryFO6100
January 199669.5FairSatisfactoryGoodSatisfactoryFO5000
September 199396.0FairSatisfactoryGoodSatisfactory-6800
December 199197.0FairSatisfactoryGoodSatisfactory-100