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UNION MILLS ROAD over MECHUNK CREEK

Map

Coordinates:
+37.93700, -78.30645
37°56'13" N, 78°18'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:UNION MILLS ROAD over MECHUNK CREEK
Structure number:000000000007697
Location:3.51 ALBEM CL/0.99 TO 600
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:59.1 ft. [18.0 m]
Total length:174.9 ft. [53.3 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,159 [as of 2014]
Truck traffic:1% 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 corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:66.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$40,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactoryFairSatisfactory415966.7
June 2016FairSatisfactoryFairSatisfactory415966.7
June 2014FairSatisfactoryFairSatisfactory378967.0
June 2012FairSatisfactoryFairSatisfactory378967.0
June 2010FairGoodSatisfactoryGood378978.5
June 2008FairGoodSatisfactoryGood378978.5
July 2007GoodGoodGoodGood450475.0
July 2005GoodGoodGoodGood409275.3
July 2003GoodGoodGoodGood372175.5
July 2001GoodGoodGoodGood320475.9
July 1999GoodGoodGoodGood303476.0
July 1997GoodGoodGoodGood294976.0
September 1995GoodGoodGoodGood200681.8
July 1993GoodGoodVery GoodGood203081.8
May 1991GoodGoodVery GoodGood75386.6