Hollins Mill Road over Blackwater Creek


+37.42532, -79.15954
37°25'31" N, 79°09'34" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Hollins Mill Road over Blackwater Creek
Structure number:000000000020488
Location:.89 RT 501 / .84 RT 29 B
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:36.7 ft. [11.2 m]
Total length:108.9 ft. [33.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1930
Year reconstructed:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:3,926 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:47.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$930,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairGoodSatisfactorySatisfactory392647.3
January 2015FairGoodGoodSatisfactory392671.8
January 2013FairGoodGoodSatisfactory260072.2
January 2012FairGoodSatisfactorySatisfactory454571.3
January 2011FairGoodGoodSatisfactory454571.3
January 2010FairGoodGoodSatisfactory454571.3
December 2008FairGoodGoodSatisfactory454571.3
December 2007FairGoodGoodSatisfactory454573.3
December 2006FairGoodGoodSatisfactory454573.3
December 2005FairGoodGoodSatisfactory454573.3
December 2004FairGoodGoodSatisfactory454573.3
December 2003FairGoodGoodSatisfactory454573.3
December 2002FairGoodGoodSatisfactory454571.3
January 2002FairGoodGoodSatisfactory454571.3
December 2000FairGoodGoodSatisfactory454571.3
December 1998FairGoodGoodSatisfactory454571.3
December 1997FairGoodGoodSatisfactory454571.3
December 1996FairGoodGoodSatisfactory454571.3
December 1995FairGoodGoodSatisfactory454571.4
December 1994FairGoodVery GoodSatisfactory454571.4
December 1993FairGoodVery GoodSatisfactory454571.4
December 1992GoodGoodVery GoodGood377671.6
December 1991GoodGoodVery GoodGood469069.1