Share:

GLISAN ST over LIGHT RAIL TRANSIT

Multnomah County, Oregon

Map

Coordinates:
+45.52631, -122.56406
45°31'35" N, 122°33'51" W

Facts

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

Name:	GLISAN ST over LIGHT RAIL TRANSIT
Structure number:	16544 000 00000
Location:	NEAR GLISAN ST OXING I-20
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	32.2 ft. `[9.8 m]`
Total length:	36.4 ft. `[11.1 m]`
Roadway width between curbs:	78.1 ft. `[23.8 m]`
Deck width edge-to-edge:	105.0 ft. `[32.0 m]`
Owner:	Other Local Agencies `[25]`
Year built:	1985
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Main span material:	Concrete `[1]`
Main span design:	Frame `[07]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Other `[9]`

Latest Available Inspection: March 2015

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	22,538 `[as of 2010]`
Truck traffic:	10% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry 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]`
Operating rating:	96.8 tons `[88.0 metric tons]`
Inventory rating:	57.9 tons `[52.6 metric tons]`
Sufficiency rating:	85.0

Previous Inspections

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
March 2015	85.0	Fair	Fair	Fair	Fair	-	22538
March 2013	98.0	Fair	Satisfactory	Satisfactory	Satisfactory	-	22538
December 2011	98.0	Fair	Good	Good	Satisfactory	-	22538
June 2009	98.0	Fair	Good	Good	Satisfactory	-	22538
August 2007	98.0	Fair	Good	Good	Satisfactory	-	21665
May 2005	100.0	Fair	Good	Good	Satisfactory	-	21665
April 2003	100.0	Fair	Very Good	Very Good	Satisfactory	-	21034
April 2001	100.0	Fair	Very Good	Very Good	Satisfactory	-	16180
May 1999	100.0	Fair	Very Good	Very Good	Satisfactory	-	16180
May 1997	100.0	Fair	Very Good	Very Good	Satisfactory	-	16180
May 1995	100.0	Fair	Very Good	Very Good	Satisfactory	-	16180
September 1989	100.0	Good	Very Good	Very Good	Good	-	16180

Element Data

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

Element	Units	Quantity	1. Good	2. Fair	3. Poor	4. Serious
Substructure
Reinforced Concrete Abutment	linear ft.	210	90	0	120	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	73	0	73	0	0
Steel Protective Coating	sq. ft.	453	302	151	0	0
Deck
Reinforced Concrete Slab	sq. ft.	3,837	956	799	2,082	0
Wearing Surfaces	sq. ft.	2,920	2,920	0	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/1451677