LONE PINE ROAD over MALLORYS CREEK

Map

Coordinates:
+37.15524, -78.16180
37°09'19" N, 78°09'42" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	LONE PINE ROAD over MALLORYS CREEK
Structure number:	000000000012889
Location:	.6 FR 672 & .6 TO 650
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	29.9 ft. `[9.1 m]`
Total length:	30.8 ft. `[9.4 m]`
Roadway width between curbs:	18.7 ft. `[5.7 m]`
Deck width edge-to-edge:	18.7 ft. `[5.7 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	1947
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	145 `[as of 2014]`
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. `[4]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	13.8
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$154,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Poor	Fair	Poor	Poor	145	13.8
March 2017	Poor	Fair	Poor	Fair	145	13.8
March 2016	Poor	Satisfactory	Poor	Fair	145	15.9
March 2015	Poor	Satisfactory	Poor	Fair	148	15.8
March 2014	Poor	Satisfactory	Poor	Fair	148	15.8
March 2013	Fair	Satisfactory	Fair	Fair	148	42.4
January 2012	Fair	Satisfactory	Satisfactory	Good	148	49.4
January 2011	Fair	Satisfactory	Satisfactory	Good	148	48.8
January 2010	Fair	Fair	Satisfactory	Good	148	47.8
January 2009	Good	Good	Good	Good	163	48.8
January 2008	Good	Good	Good	Good	163	51.8
January 2007	Good	Good	Good	Very Good	163	51.8
January 2006	Good	Good	Good	Very Good	163	51.8
February 2005	Good	Good	Good	Very Good	163	54.6
February 2004	Good	Good	Good	Very Good	163	54.6
January 2003	Good	Good	Good	Very Good	121	54.7
January 2002	Good	Good	Good	Very Good	121	51.6
January 2001	Good	Good	Good	Very Good	121	51.6
February 2000	Good	Good	Good	Very Good	121	51.6
February 1999	Fair	Good	Satisfactory	Very Good	121	51.6
February 1998	Fair	Good	Satisfactory	Good	121	51.6
February 1997	Fair	Satisfactory	Satisfactory	Good	121	51.6
February 1996	Fair	Satisfactory	Satisfactory	Good	121	51.6
February 1995	Fair	Satisfactory	Good	Good	121	51.6
February 1994	Good	Very Good	Very Good	Very Good	121	51.6
February 1993	Good	Very Good	Very Good	Very Good	67	66.2
January 1992	Good	Very Good	Very Good	Very Good	67	66.2