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FAU 2825 over CHERRY CREEK

Map

Coordinates:
+35.08639, -89.93111
35°05'11" N, 89°55'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:32,000 [as of 2017]
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201761.7FairFairFairSatisfactoryFO32000
April 201561.7FairFairFairSatisfactoryFO32000
April 201361.7FairFairFairSatisfactoryFO32000
May 201173.8FairFairSatisfactorySatisfactoryFO32000
June 200973.8FairFairSatisfactorySatisfactoryFO32000
October 200773.8FairFairSatisfactorySatisfactoryFO32000
September 200573.9FairFairSatisfactorySatisfactoryFO31620
October 200374.4FairFairSatisfactorySatisfactoryFO29060
November 200173.5FairFairSatisfactorySatisfactoryFO34040
March 200073.9FairFairSatisfactorySatisfactoryFO31430
June 199873.7FairFairSatisfactorySatisfactoryFO32560
November 199575.0FairSatisfactorySatisfactorySatisfactoryFO29400
October 199375.4FairSatisfactorySatisfactorySatisfactoryFO27250
December 199174.9FairSatisfactorySatisfactorySatisfactoryFO30310