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US 219 over MONROE, EDGAR AVE CSX RR

Greenbrier County, West Virginia

Map

Coordinates:
+37.74596, -80.46937
37°44'45" N, 80°28'10" W

Facts

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

Name:	US 219 over MONROE, EDGAR AVE CSX RR
Structure number:	00000000013A181
Location:	0.15 Miles N. of CR 48
Purpose:	Carries highway and pedestrian walkway over highway and railroad
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	120.1 ft. `[36.6 m]`
Total length:	604.7 ft. `[184.3 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	42.0 ft. `[12.8 m]`
Vertical clearance below bridge:	9.8 ft. `[3.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1995
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:	5
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	5,748 `[as of 2017]`
Truck traffic:	8% of total traffic
Deck condition:	Satisfactory `[6 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]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	68.6
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement `[33]`
Estimated cost of work:	$1,721,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Fair	Satisfactory	Good	Good	5748	68.6
September 2016	Fair	Satisfactory	Good	Good	5878	68.4
October 2014	Fair	Satisfactory	Good	Good	5500	69.1
September 2012	Good	Good	Very Good	Very Good	5700	68.7
September 2010	Good	Good	Very Good	Very Good	5700	67.6
September 2008	Good	Good	Very Good	Very Good	7250	64.6
July 2006	Good	Good	Very Good	Very Good	7400	64.3
July 2004	Good	Good	Very Good	Very Good	7400	64.3
July 2002	Good	Good	Very Good	Very Good	7600	64.0
July 2000	Good	Good	Very Good	Very Good	5700	65.6
August 1998	-	-	-	-	150	0.0
August 1996	Good	Good	Excellent	Very Good	5500	66.0
September 1995	Good	Very Good	Excellent	Excellent	5500	66.0
August 1994	Poor	Fair	Poor	Fair	4500	16.5
August 1992	Poor	Fair	Poor	Fair	4500	18.2
August 1990	Poor	Fair	Poor	Satisfactory	4500	18.2

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
Steel Girder/Beam	linear ft.	3,010	3,010	0	0	0
Steel Protective Coating	sq. ft.	215,000	206,400	8,600	0	0
Deck
Reinforced Concrete Deck	sq. ft.	25,200	21,966	3,234	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	88	88	0	0	0
Reinforced Concrete Abutment	linear ft.	156	154	2	0	0
Concrete Protective Coating	sq. ft.	540	532	8	0	0
Reinforced Concrete Pier Cap	linear ft.	152	152	0	0	0
Joints
Strip Seal Joint	linear ft.	84	74	0	10	0
Bearings
Movable Bearing	each	25	25	0	0	0
Fixed Bearing	each	5	5	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	1,204	1,203	1	0	0
Reinforced Concrete Bridge Rail	linear ft.	1,204	1,202	0	2	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/1612562