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FAU 2825 over CHERRY CREEK

Map 

Coordinates:
+35.08639, -89.93111
35°05'11" N, 89°55'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FAU 2825 over CHERRY CREEK
Structure number:79L28250005
Location:GETWELL RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:32.2 ft. [9.8 m]
Total length:59.1 ft. [18.0 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1958
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 

Status:Open, no restriction [A]
Average daily traffic:32,000 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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 replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
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:39.6 tons [36.0 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:61.7
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$302,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201561.7Functionally obsoleteFairFairSatisfactory32000
April 201361.7Functionally obsoleteFairFairSatisfactory32000
May 201173.8Functionally obsoleteFairSatisfactorySatisfactory32000
June 200973.8Functionally obsoleteFairSatisfactorySatisfactory32000
October 200773.8Functionally obsoleteFairSatisfactorySatisfactory32000
September 200573.9Functionally obsoleteFairSatisfactorySatisfactory31620
October 200374.4Functionally obsoleteFairSatisfactorySatisfactory29060
November 200173.5Functionally obsoleteFairSatisfactorySatisfactory34040
March 200073.9Functionally obsoleteFairSatisfactorySatisfactory31430
June 199873.7Functionally obsoleteFairSatisfactorySatisfactory32560
November 199575.0Functionally obsoleteSatisfactorySatisfactorySatisfactory29400
October 199375.4Functionally obsoleteSatisfactorySatisfactorySatisfactory27250
December 199174.9Functionally obsoleteSatisfactorySatisfactorySatisfactory30310