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US 395 over LITTLE BOULDER CR

Ferry County, Washington

Map

Coordinates:
+48.91125, -118.20533
48°54'41" N, 118°12'19" W

Facts

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

Name:	US 395 over LITTLE BOULDER CR
Structure number:	000000ET0000000
Location:	21.8 N JCT SR 20
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	17.1 ft. `[5.2 m]`
Total length:	57.1 ft. `[17.4 m]`
Roadway width between curbs:	25.3 ft. `[7.7 m]`
Deck width edge-to-edge:	25.9 ft. `[7.9 m]`
Owner:	State Highway Agency `[01]`
Year reconstructed:	1932
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:	2
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
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:	436 `[as of 2012]`
Truck traffic:	23% of total traffic
Deck condition:	Good `[7 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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 is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	89.8
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$616,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Fair	Good	Satisfactory	Satisfactory	436	89.8
April 2015	Fair	Good	Satisfactory	Satisfactory	436	89.6
April 2013	Fair	Good	Satisfactory	Fair	459	78.6
April 2011	Fair	Good	Satisfactory	Fair	459	78.6
April 2009	Fair	Good	Satisfactory	Fair	558	76.6
March 2007	Fair	Satisfactory	Satisfactory	Satisfactory	350	88.7
June 2005	Fair	Satisfactory	Satisfactory	Satisfactory	350	83.7
May 2003	Fair	Satisfactory	Satisfactory	Satisfactory	350	82.7
June 2001	Fair	Satisfactory	Satisfactory	Satisfactory	350	82.7
October 1999	Good	Good	Good	Good	350	83.7
July 1997	Good	Good	Good	Good	350	65.4
August 1995	Good	Good	Good	Good	350	64.9
July 1993	Good	Good	Good	Good	396	64.8
July 1991	Good	Good	Good	Good	396	59.6

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.	144	140	0	4	0
Reinforced Concrete Girder/Beam	linear ft.	72	72	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	479	471	0	0	8
Wearing Surfaces	sq. ft.	479	0	479	0	0
Reinforced Concrete Top Flange	sq. ft.	958	958	0	0	0
Wearing Surfaces	sq. ft.	958	0	958	0	0
Substructure
Reinforced Concrete Column	each	4	4	0	0	0
Reinforced Concrete Pier Wall	linear ft.	112	110	0	2	0
Reinforced Concrete Abutment	linear ft.	52	52	0	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	1	1	0	0	0
Joints
Open Joint	linear ft.	100	0	0	0	100
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	114	114	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	958	953	0	5	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/1588576