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FAS 63 over MULBERRY CREEK

Map

Coordinates:
+36.57642, -83.25520
36°34'35" N, 83°15'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 63 over MULBERRY CREEK
Structure number:34S23610003
Location:.5 M E OF MULBERRY GAP
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:33.5 ft. [10.2 m]
Roadway width between curbs:22.3 ft. [6.8 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:490 [as of 2017]
Truck traffic:8% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:76.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$100,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2018Fair6 out of 1049076.9
July 2016Fair6 out of 1044076.9
July 2014Fair6 out of 1049076.9
July 2012Fair6 out of 1042082.3
July 2010Fair6 out of 1049080.3
August 2008Fair6 out of 1055080.2
July 2006Fair6 out of 1054081.3
August 2004Fair6 out of 1062081.2
May 2002Fair6 out of 1062081.2
May 2000Fair6 out of 1066081.2
August 1998Fair6 out of 1058080.2
May 1996Fair6 out of 1068079.2
August 1994Fair6 out of 1060077.7
May 1992Fair6 out of 1066077.7
September 1990Fair6 out of 1066077.7