SR 4010 over N. BR WILSON RUN

Map

Coordinates:
+39.96258, -77.78939
39°57'45" N, 77°47'22" W

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

Name:	SR 4010 over N. BR WILSON RUN
Structure number:	000000000017596
Old structure number:	284010008012920 `(from 1992 edition)`
Location:	1 MI.N.E. OF EDENVILLE
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	20.0 ft. `[6.1 m]`
Total length:	23.0 ft. `[7.0 m]`
Roadway width between curbs:	22.0 ft. `[6.7 m]`
Deck width edge-to-edge:	24.0 ft. `[7.3 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	1926
Year reconstructed:	1963
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Main span material:	Concrete `[1]`
Main span design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	1,555 `[as of 2018]`
Truck traffic:	9% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	78.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$199,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Fair	Satisfactory	Satisfactory	Satisfactory	1555	78.0
April 2016	Fair	Satisfactory	Satisfactory	Satisfactory	1561	78.0
April 2014	Fair	Satisfactory	Satisfactory	Satisfactory	1721	76.9
April 2012	Fair	Satisfactory	Satisfactory	Satisfactory	1672	76.9
April 2010	Fair	Satisfactory	Satisfactory	Satisfactory	1650	76.9
April 2008	Fair	Satisfactory	Satisfactory	Satisfactory	1384	77.1
April 2006	Fair	Satisfactory	Satisfactory	Satisfactory	1297	77.1
April 2004	Fair	Satisfactory	Satisfactory	Satisfactory	796	79.5
May 2002	Fair	Satisfactory	Satisfactory	Satisfactory	767	79.5
April 2000	Fair	Satisfactory	Satisfactory	Good	753	79.5
March 1998	Fair	Satisfactory	Satisfactory	Good	735	82.0
March 1996	Fair	Satisfactory	Satisfactory	Good	702	82.1
March 1994	Fair	Satisfactory	Satisfactory	Good	900	80.4
March 1992	Fair	Satisfactory	Satisfactory	Good	881	80.4
February 1990	Fair	Satisfactory	Satisfactory	Good	848	79.4

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	129	104	25	0	0
Deck
Reinforced Concrete Deck	sq. ft.	551	545	6	0	0
Wearing Surfaces	sq. ft.	508	508	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	72	72	0	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	72	72	0	0	0
Bearings
Enclosed/Concealed Bearing	each	12	12	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	46	46	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0