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US 219 over SPRING CREEK

Greenbrier County, West Virginia

Map

Coordinates:
+37.97677, -80.38005
37°58'36" N, 80°22'48" W

Facts

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

Name:	US 219 over SPRING CREEK
Structure number:	00000000013A182
Location:	0.43 Miles S. of CR 9
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	69.9 ft. `[21.3 m]`
Total length:	146.0 ft. `[44.5 m]`
Roadway width between curbs:	31.8 ft. `[9.7 m]`
Deck width edge-to-edge:	33.5 ft. `[10.2 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1994
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Number of main spans:	2
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Other `[9]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	2,080 `[as of 2015]`
Truck traffic:	8% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	77.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2016	Good	Good	Good	Good	2080	77.9
October 2012	Good	Very Good	Good	Good	3100	77.9
October 2008	Good	Very Good	Good	Good	2750	93.6
October 2004	Good	Very Good	Good	Good	3100	93.1
October 2000	Good	Very Good	Good	Good	2700	90.6
October 1998	Good	Very Good	Very Good	Very Good	2700	90.6
October 1996	Good	Very Good	Very Good	Very Good	2800	89.5
November 1994	Good	Excellent	Excellent	Excellent	2600	89.2
October 1992	Poor	Good	Poor	Fair	2600	7.0
October 1990	Poor	Good	Poor	Satisfactory	3000	22.9

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder	linear ft.	1,565	1,551	14	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	48	46	2	0	0
Reinforced Concrete Abutment	linear ft.	191	169	22	0	0
Bearings
Elastomeric Bearing	each	44	44	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	280	280	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1612563