US 395 over 4TH AVE

Map

Coordinates:
+46.20597, -119.15889
46°12'21" N, 119°09'32" W

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

Name:	US 395 over 4TH AVE
Structure number:	0005741A0000000
Location:	3.6 N JCT I-82
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	46.9 ft. `[14.3 m]`
Total length:	119.1 ft. `[36.3 m]`
Roadway width between curbs:	65.9 ft. `[20.1 m]`
Deck width edge-to-edge:	83.0 ft. `[25.3 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1958
Year reconstructed:	1985
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	28,749 `[as of 2016]`
Truck traffic:	11% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	69.1
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$3,332,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Fair	Satisfactory	Fair	Satisfactory	28749	69.1
February 2016	Fair	Satisfactory	Fair	Satisfactory	26071	73.1
February 2014	Fair	Satisfactory	Satisfactory	Satisfactory	26071	85.2
February 2012	Fair	Satisfactory	Satisfactory	Satisfactory	26502	85.1
February 2010	Fair	Satisfactory	Satisfactory	Satisfactory	24888	85.5
February 2008	Fair	Satisfactory	Satisfactory	Satisfactory	25287	86.4
March 2006	Fair	Satisfactory	Satisfactory	Satisfactory	20423	87.6
June 2004	Fair	Satisfactory	Satisfactory	Satisfactory	20423	84.5
April 2002	Fair	Satisfactory	Satisfactory	Satisfactory	20423	84.5
May 2000	Fair	Satisfactory	Satisfactory	Satisfactory	20423	84.5
April 1998	Good	Good	Good	Good	20423	83.5
May 1996	Good	Good	Good	Good	20423	89.2
November 1994	Good	Good	Good	Good	20423	89.2
April 1992	Good	Good	Good	Good	14850	92.6

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Deck
Reinforced Concrete Top Flange	sq. ft.	9,758	9,758	0	0	0
Wearing Surfaces	sq. ft.	7,914	0	7,914	0	0
Substructure
Reinforced Concrete Column	each	20	20	0	0	0
Reinforced Concrete Abutment	linear ft.	166	162	0	4	0
Reinforced Concrete Pier Cap	linear ft.	162	158	0	4	0
Joints
Pourable Joint	linear ft.	132	0	0	0	132
Bearings
Elastomeric Bearing	each	4	2	0	2	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	238	238	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	238	238	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	9,758	9,590	0	168	0