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FAU 2863 over DAYS CREEK

Map

Coordinates:
+35.02694, -90.00750
35°01'37" N, 90°00'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:FAU 2863 over DAYS CREEK
Structure number:79028630001
Location:MILL BRANCH 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:95.1 ft. [29.0 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:74.2 ft. [22.6 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
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:17,170 [as of 2016]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 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: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:43.6 tons [39.6 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:65.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$412,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201565.9FairSatisfactoryFairSatisfactoryFO17170
April 201377.5FairSatisfactorySatisfactorySatisfactoryFO17170
May 201177.5FairSatisfactorySatisfactorySatisfactoryFO17170
June 200977.5FairSatisfactorySatisfactorySatisfactoryFO17170
October 200777.5FairSatisfactorySatisfactorySatisfactoryFO17170
October 200563.9FairFairSatisfactoryFairFO21540
October 200364.5FairFairGoodFairFO19160
November 200176.0FairFairGoodSatisfactoryFO19930
March 200075.8FairFairGoodSatisfactoryFO20830
June 199875.5FairFairGoodSatisfactoryFO22560
May 199875.7FairFairGoodSatisfactoryFO21440
November 199583.0FairSatisfactorySatisfactorySatisfactoryFO21060
October 199383.2FairSatisfactorySatisfactorySatisfactoryFO19610
December 199183.0FairSatisfactorySatisfactorySatisfactoryFO21080