WILKERSON ROAD over BUTCHERS CREEK

Map

Coordinates:
+36.69911, -78.45788
36°41'57" N, 78°27'28" W

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

Name:	WILKERSON ROAD over BUTCHERS CREEK
Structure number:	000000000012020
Location:	2.2 FR 691 & 1.7 TO 688
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	23.0 ft. `[7.0 m]`
Total length:	50.2 ft. `[15.3 m]`
Roadway width between curbs:	19.7 ft. `[6.0 m]`
Deck width edge-to-edge:	21.7 ft. `[6.6 m]`
Skew angle:	13°
Owner:	State Highway Agency `[01]`
Year built:	1966
Year reconstructed:	2010
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	2
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	60 `[as of 2017]`
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Basically intolerable requiring high priority of replacement `[2]`
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 conditions; field review indicates action is required. `[4]`
Sufficiency rating:	43.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Fair	Very Good	Very Good	Satisfactory	60	43.0
December 2017	Fair	Very Good	Very Good	Satisfactory	60	43.0
December 2016	Fair	Very Good	Very Good	Satisfactory	60	43.0
December 2015	Fair	Very Good	Very Good	Satisfactory	60	43.0
December 2014	Fair	Very Good	Very Good	Satisfactory	129	30.7
December 2013	Fair	Very Good	Very Good	Satisfactory	129	75.9
December 2012	Fair	Very Good	Very Good	Satisfactory	129	75.9
December 2011	Fair	Very Good	Very Good	Satisfactory	129	75.9
December 2010	Fair	Good	Good	Satisfactory	129	42.0
December 2009	Poor	Good	Poor	Satisfactory	129	32.5
December 2008	Poor	Satisfactory	Poor	Poor	129	32.5
January 2008	Poor	Good	Poor	Poor	126	32.6
December 2006	Poor	Good	Poor	Fair	126	32.6
December 2005	Poor	Good	Poor	Fair	126	32.6
December 2004	Poor	Good	Poor	Fair	66	52.1
December 2003	Fair	Good	Fair	Fair	66	68.2
December 2002	Fair	Good	Fair	Fair	66	68.2
December 2001	Fair	Very Good	Good	Fair	70	65.2
December 2000	Fair	Very Good	Good	Fair	70	65.2
December 1999	Fair	Very Good	Good	Fair	70	65.2
December 1998	Fair	Very Good	Good	Fair	65	65.2
December 1997	Fair	Very Good	Good	Fair	531	52.6
December 1996	Fair	Good	Good	Fair	65	65.2
December 1995	Fair	Good	Good	Fair	65	65.2
December 1994	Fair	Good	Good	Satisfactory	65	76.2
December 1993	Fair	Very Good	Very Good	Satisfactory	31	76.2
December 1992	Fair	Very Good	Very Good	Satisfactory	27	65.7
December 1991	Good	Very Good	Very Good	Very Good	26	65.7