Hollins Mill Road over Blackwater Creek

Map

Coordinates:
+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]`

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

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2017	Fair	Good	Satisfactory	Satisfactory	3926	47.3
January 2015	Fair	Good	Good	Satisfactory	3926	71.8
January 2013	Fair	Good	Good	Satisfactory	2600	72.2
January 2012	Fair	Good	Satisfactory	Satisfactory	4545	71.3
January 2011	Fair	Good	Good	Satisfactory	4545	71.3
January 2010	Fair	Good	Good	Satisfactory	4545	71.3
December 2008	Fair	Good	Good	Satisfactory	4545	71.3
December 2007	Fair	Good	Good	Satisfactory	4545	73.3
December 2006	Fair	Good	Good	Satisfactory	4545	73.3
December 2005	Fair	Good	Good	Satisfactory	4545	73.3
December 2004	Fair	Good	Good	Satisfactory	4545	73.3
December 2003	Fair	Good	Good	Satisfactory	4545	73.3
December 2002	Fair	Good	Good	Satisfactory	4545	71.3
January 2002	Fair	Good	Good	Satisfactory	4545	71.3
December 2000	Fair	Good	Good	Satisfactory	4545	71.3
December 1998	Fair	Good	Good	Satisfactory	4545	71.3
December 1997	Fair	Good	Good	Satisfactory	4545	71.3
December 1996	Fair	Good	Good	Satisfactory	4545	71.3
December 1995	Fair	Good	Good	Satisfactory	4545	71.4
December 1994	Fair	Good	Very Good	Satisfactory	4545	71.4
December 1993	Fair	Good	Very Good	Satisfactory	4545	71.4
December 1992	Good	Good	Very Good	Good	3776	71.6
December 1991	Good	Good	Very Good	Good	4690	69.1