PattersonFordRd749 over Big Walker Creek

Map

Coordinates:
+37.25805, -80.71292
37°15'29" N, 80°42'47" W

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

Name:	PattersonFordRd749 over Big Walker Creek
Structure number:	000000000008508
Location:	0.10-Rte 811;0.00-deadend
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	3.9 ft. `[1.2 m]`
Total length:	107.9 ft. `[32.9 m]`
Roadway width between curbs:	11.2 ft. `[3.4 m]`
Deck width edge-to-edge:	12.1 ft. `[3.7 m]`
Owner:	State Highway Agency `[01]`
Year built:	1950
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Culvert `[19]`
Deck type:	Concrete Cast-in-Place `[1]`

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	71 `[as of 2014]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Culvert condition:	Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. `[4]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	48.4
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$2,585,000

Date	Condition	Culvert Condition	ADT	Suff. Rating
August 2018	Poor	4 out of 10	71	48.4
August 2017	Poor	4 out of 10	71	48.4
August 2016	Poor	4 out of 10	71	48.4
August 2015	Poor	4 out of 10	71	48.4
August 2014	Poor	4 out of 10	48	48.9
August 2013	Fair	5 out of 10	48	57.3
August 2011	Fair	5 out of 10	48	57.3
August 2010	Fair	5 out of 10	48	57.3
August 2009	Fair	5 out of 10	48	60.3
August 2008	Poor	N out of 10	14	46.7
January 2008	Poor	N out of 10	14	46.7
February 2007	Poor	N out of 10	12	46.7
February 2006	Poor	N out of 10	12	46.7
January 2005	Poor	N out of 10	12	46.7
May 2003	Poor	N out of 10	12	47.0
May 2002	Poor	N out of 10	20	47.0
May 2001	Poor	N out of 10	20	47.0
May 2000	Poor	N out of 10	20	47.0
April 1999	Poor	N out of 10	20	47.0
April 1997	Fair	N out of 10	20	60.0
June 1996	Fair	N out of 10	14	60.0
June 1995	Fair	N out of 10	14	60.0
June 1994	Fair	N out of 10	14	60.0
June 1993	Fair	N out of 10	14	60.0
June 1992	Fair	N out of 10	14	70.4
June 1990	Fair	N out of 10	14	70.4