Earley Farm Road over Partridge Creek

Map

Coordinates:
+37.48100, -78.99314
37°28'52" N, 78°59'35" W

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

Name:	Earley Farm Road over Partridge Creek
Structure number:	000000000001446
Location:	1.20-Rt.814/6.90-Rt.604
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	18.7 ft. `[5.7 m]`
Total length:	39.7 ft. `[12.1 m]`
Roadway width between curbs:	13.5 ft. `[4.1 m]`
Deck width edge-to-edge:	14.4 ft. `[4.4 m]`
Owner:	State Highway Agency `[01]`
Year built:	1930
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	2
Main spans material:	Steel `[3]`
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:	90 `[as of 2017]`
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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 corrrective action `[3]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	56.3
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$495,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Fair	Satisfactory	Satisfactory	90	56.3
November 2017	Fair	Fair	Satisfactory	Satisfactory	90	56.3
November 2016	Fair	Fair	Satisfactory	Satisfactory	90	56.3
November 2015	Fair	Fair	Satisfactory	Satisfactory	90	56.3
November 2014	Fair	Fair	Satisfactory	Satisfactory	90	59.7
June 2013	Poor	Fair	Satisfactory	Poor	84	43.4
June 2012	Poor	Fair	Satisfactory	Poor	84	43.4
June 2011	Poor	Satisfactory	Satisfactory	Poor	84	44.4
June 2010	Poor	Satisfactory	Satisfactory	Poor	84	44.4
June 2009	Poor	Satisfactory	Satisfactory	Poor	84	44.4
June 2008	Poor	Satisfactory	Satisfactory	Poor	84	44.4
June 2007	Poor	Satisfactory	Satisfactory	Poor	73	44.3
July 2006	Poor	Satisfactory	Satisfactory	Poor	73	44.3
February 2006	Poor	Satisfactory	Satisfactory	Poor	70	44.3
March 2005	Poor	Satisfactory	Satisfactory	Poor	73	46.3
August 2003	Poor	Satisfactory	Satisfactory	Poor	73	46.3
September 2002	Poor	Satisfactory	Good	Poor	73	46.3
January 2002	Poor	Satisfactory	Good	Poor	55	46.4
August 2000	Fair	Good	Good	Fair	55	59.4
September 1999	Fair	Good	Good	Fair	55	59.4
September 1998	Fair	Good	Good	Fair	41	59.4
August 1997	Fair	Very Good	Very Good	Fair	139	56.3
August 1996	Fair	Very Good	Very Good	Fair	41	59.4
May 1995	Fair	Very Good	Very Good	Fair	41	59.4
August 1994	Fair	Very Good	Very Good	Fair	30	59.5
October 1993	Fair	Very Good	Very Good	Fair	30	59.5
October 1992	Fair	Good	Very Good	Fair	30	54.5
December 1991	Fair	Good	Very Good	Fair	30	54.5