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COUNTY ROUTE 60/14 over HOWARD CREEK

Map

Coordinates:
+37.77177, -80.35636
37°46'18" N, 80°21'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY ROUTE 60/14 over HOWARD CREEK
Structure number:00000000013A127
Location:0.07 Miles S. of US 60
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:74.5 ft. [22.7 m]
Total length:192.9 ft. [58.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Owner:State Highway Agency [01]
Year built:1965
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 continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,592 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Sufficiency rating:70.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairSatisfactorySatisfactoryFair159270.3
May 2016FairSatisfactoryGoodFair171870.1
May 2012FairSatisfactoryGoodSatisfactory155081.7
June 2008FairSatisfactoryGoodSatisfactory155081.4
June 2004FairSatisfactoryGoodSatisfactory150081.5
June 2000FairSatisfactoryGoodSatisfactory140081.6
July 1998GoodGoodGoodGood140081.6
July 1996GoodGoodGoodGood100082.2
July 1994GoodGoodGoodGood100082.2
July 1992GoodGoodGoodGood100082.2
July 1990GoodGoodGoodGood75090.1