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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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
April 201565.9Functionally obsoleteSatisfactoryFairSatisfactory17170
April 201377.5Functionally obsoleteSatisfactorySatisfactorySatisfactory17170
May 201177.5Functionally obsoleteSatisfactorySatisfactorySatisfactory17170
June 200977.5Functionally obsoleteSatisfactorySatisfactorySatisfactory17170
October 200777.5Functionally obsoleteSatisfactorySatisfactorySatisfactory17170
October 200563.9Functionally obsoleteFairSatisfactoryFair21540
October 200364.5Functionally obsoleteFairGoodFair19160
November 200176.0Functionally obsoleteFairGoodSatisfactory19930
March 200075.8Functionally obsoleteFairGoodSatisfactory20830
May 199875.7Functionally obsoleteFairGoodSatisfactory21440
June 199875.5Functionally obsoleteFairGoodSatisfactory22560
November 199583.0Functionally obsoleteSatisfactorySatisfactorySatisfactory21060
October 199383.2Functionally obsoleteSatisfactorySatisfactorySatisfactory19610
December 199183.0Functionally obsoleteSatisfactorySatisfactorySatisfactory21080