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HOBBS MILL ROAD over NAMOZINE CREEK

Map

Coordinates:
+37.16422, -77.85558
37°09'51" N, 77°51'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HOBBS MILL ROAD over NAMOZINE CREEK
Structure number:000000000012892
Location:1.77 FR 639 & 00 DINWID C
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:29.2 ft. [8.9 m]
Total length:61.7 ft. [18.8 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:22.3 ft. [6.8 m]
Owner:State Highway Agency [01]
Year built:1962
Year reconstructed:2003
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:2
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:107 [as of 2014]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:75.9
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$94,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodGoodGood10775.9
October 2015GoodVery GoodVery GoodVery Good10775.9
October 2013GoodVery GoodVery GoodVery Good15075.9
October 2011GoodVery GoodVery GoodVery Good15077.9
October 2009GoodVery GoodVery GoodVery Good15076.9
October 2007GoodVery GoodVery GoodVery Good15076.9
October 2005GoodVery GoodVery GoodVery Good25876.8
October 2003GoodExcellentExcellentExcellent25876.8
November 2002FairGoodFairFair25841.6
November 2001FairGoodFairFair25841.6
November 2000FairGoodFairFair24641.6
November 1999FairVery GoodFairFair24641.6
November 1998FairVery GoodFairFair24641.6
November 1997FairGoodFairFair24641.6
November 1996FairSatisfactoryFairFair15341.8
December 1995FairGoodSatisfactoryFair15341.8
November 1994FairGoodGoodFair15341.8
November 1993GoodVery GoodVery GoodVery Good15348.8
November 1992GoodVery GoodVery GoodVery Good22949.0
December 1991GoodVery GoodVery GoodVery Good6466.2