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US 395 over RR

Ferry County, Washington

Map

Coordinates:
+48.77475, -118.14228
48°46'29" N, 118°08'32" W

Facts

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

Name:	US 395 over RR
Structure number:	0002688A0000000
Location:	10.9 N JCT SR 20
Purpose:	Carries highway and pedestrian walkway over railroad
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	65.9 ft. `[20.1 m]`
Total length:	191.9 ft. `[58.5 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	29.9 ft. `[9.1 m]`
Vertical clearance below bridge:	23.0 ft. `[7.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1941
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	5
Main spans material:	Concrete continuous `[2]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	1,029 `[as of 2012]`
Truck traffic:	23% 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	67.5
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$2,304,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Fair	Satisfactory	Good	Good	1029	67.5
April 2015	Fair	Satisfactory	Good	Good	1029	67.1
February 2014	Fair	Satisfactory	Good	Good	1029	67.1
April 2012	Fair	Satisfactory	Good	Good	1169	67.0
April 2010	Fair	Satisfactory	Good	Good	1229	67.0
April 2008	Fair	Satisfactory	Good	Good	1242	67.0
April 2006	Fair	Satisfactory	Good	Good	1391	65.8
July 2004	Fair	Satisfactory	Good	Good	1391	65.8
September 2002	Fair	Satisfactory	Good	Good	1391	66.8
June 2000	Poor	Poor	Good	Good	1391	60.8
June 1998	Poor	Poor	Satisfactory	Good	1391	61.8
March 1996	Poor	Poor	Satisfactory	Good	1391	54.1
May 1994	Poor	Poor	Poor	Good	1320	27.2
October 1992	Good	Good	Good	Good	1320	55.2
May 1990	Poor	Poor	Poor	Good	1320	23.5

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
Reinforced Concrete Girder/Beam	linear ft.	768	768	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	4,608	4,604	0	0	4
Wearing Surfaces	sq. ft.	4,608	0	4,597	6	5
Substructure
Reinforced Concrete Column	each	16	15	0	1	0
Reinforced Concrete Abutment	linear ft.	2	2	0	0	0
Reinforced Concrete Pier Cap	linear ft.	144	144	0	0	0
Joints
Open Joint	linear ft.	96	0	0	0	96
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	384	384	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	384	376	0	8	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/1589018