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SALMON ST over HWY 61

Multnomah County, Oregon

Map

Coordinates:
+45.51899, -122.68681
45°31'08" N, 122°41'13" W

Facts

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

Name:	SALMON ST over HWY 61
Structure number:	09250 061 00192
Location:	0.5 MI SW PORTLAND CC
Purpose:	Carries highway over highway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	113.2 ft. `[34.5 m]`
Total length:	189.0 ft. `[57.6 m]`
Roadway width between curbs:	44.0 ft. `[13.4 m]`
Deck width edge-to-edge:	55.1 ft. `[16.8 m]`
Vertical clearance below bridge:	16.1 ft. `[4.9 m]`
Owner:	State Highway Agency `[01]`
Year built:	1968
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:	2
Main spans material:	Concrete continuous `[2]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: July 2015

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	100,000 `[as of 2014]`
Truck traffic:	5% of total traffic
Deck condition:	Satisfactory `[6 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	60.9 tons `[55.4 metric tons]`
Inventory rating:	47.1 tons `[42.8 metric tons]`
Sufficiency rating:	64.0

Previous Inspections

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
July 2015	64.0	Fair	Satisfactory	Satisfactory	Satisfactory	-	100000
July 2013	64.0	Fair	Satisfactory	Satisfactory	Satisfactory	-	93500
July 2011	64.0	Fair	Satisfactory	Satisfactory	Satisfactory	-	93500
April 2010	64.0	Fair	Good	Satisfactory	Good	-	93500
April 2008	67.9	Fair	Good	Satisfactory	Good	-	93500
April 2006	81.1	Fair	Good	Satisfactory	Satisfactory	-	7519
April 2004	70.0	Fair	Good	Fair	Satisfactory	-	7300
March 2002	70.0	Good	Good	Good	Very Good	-	121680
March 2000	87.0	Good	Good	Good	Very Good	-	93600
March 1998	94.8	Good	Good	Good	Very Good	-	12600
March 1996	95.0	Good	Good	Good	Very Good	-	12600
March 1994	95.0	Good	Good	Good	Very Good	-	12600
March 1992	97.0	Good	Good	Good	Very Good	-	12600
March 1990	97.1	Good	Good	Good	Good	-	12300

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.

Element	Units	Quantity	1. Good	2. Fair	3. Poor	4. Serious
Superstructure
Reinforced Concrete Closed Web/Box Girder	linear ft.	1,247	406	228	613	0
Deck
Reinforced Concrete Top Flange	sq. ft.	10,920	10,742	90	88	0
Substructure
Reinforced Concrete Column	each	2	0	2	0	0
Reinforced Concrete Abutment	linear ft.	171	171	0	0	0
Reinforced Concrete Pier Cap	linear ft.	51	0	36	15	0
Joints
Compression Joint	linear ft.	161	55	106	0	0
Bearings
Movable Bearing	each	19	0	19	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	378	0	378	0	0

© Copyright 2012-18, 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/1450377