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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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
April 201552.7Functionally obsoleteSatisfactorySatisfactoryFair3820
April 201352.7Functionally obsoleteSatisfactorySatisfactoryFair3820
May 201152.7Functionally obsoleteSatisfactorySatisfactoryFair3820
June 200952.7Functionally obsoleteSatisfactorySatisfactoryFair3820
October 200756.9Functionally obsoleteSatisfactoryGoodFair3820
September 200557.1Functionally obsoleteSatisfactoryGoodFair3640
October 200357.2Functionally obsoleteSatisfactoryGoodFair3440
November 200156.6Functionally obsoleteSatisfactoryVery GoodFair4260
March 200056.3Functionally obsoleteSatisfactoryVery GoodFair4740
June 199856.2Functionally obsoleteSatisfactoryVery GoodFair4910
November 199567.6Functionally obsoleteSatisfactorySatisfactorySatisfactory5280
October 199367.9Functionally obsoleteSatisfactoryGoodGood4810
December 199167.5Functionally obsoleteSatisfactoryGoodGood5450