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FAU 2837 over CYPRESS CREEK

Map

Coordinates:
+35.05583, -90.08917
35°03'21" N, 90°05'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:FAU 2837 over CYPRESS CREEK
Structure number:79S81000003
Location:MITCHELL RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:30.8 ft. [9.4 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1950
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: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,820 [as of 2016]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:38.6 tons [35.1 metric tons]
Inventory rating:23.8 tons [21.6 metric tons]
Sufficiency rating:52.7
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$539,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201552.7FairSatisfactorySatisfactoryFairFO3820
April 201352.7FairSatisfactorySatisfactoryFairFO3820
May 201152.7FairSatisfactorySatisfactoryFairFO3820
June 200952.7FairSatisfactorySatisfactoryFairFO3820
October 200756.9FairSatisfactoryGoodFairFO3820
September 200557.1FairSatisfactoryGoodFairFO3640
October 200357.2FairSatisfactoryGoodFairFO3440
November 200156.6FairSatisfactoryVery GoodFairFO4260
March 200056.3FairSatisfactoryVery GoodFairFO4740
June 199856.2FairSatisfactoryVery GoodFairFO4910
November 199567.6FairSatisfactorySatisfactorySatisfactoryFO5280
October 199367.9FairSatisfactoryGoodGoodFO4810
December 199167.5FairSatisfactoryGoodGoodFO5450