Share:

SR 240 over GEO. WASHINGTON WAY

Benton County, Washington

Map

Coordinates:
+46.26047, -119.26439
46°15'38" N, 119°15'52" W

Facts

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

Name:	SR 240 over GEO. WASHINGTON WAY
Structure number:	0012558D0000000
Location:	4.0 E JCT SR 224
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	168.0 ft. `[51.2 m]`
Total length:	248.0 ft. `[75.6 m]`
Roadway width between curbs:	25.9 ft. `[7.9 m]`
Deck width edge-to-edge:	28.9 ft. `[8.8 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1984
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:	Prestressed concrete continuous `[6]`
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: March 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	13,181 `[as of 2012]`
Truck traffic:	9% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Equal to present desirable criteria `[8]`
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:	99.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$2,778,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Good	Good	Good	Good	13181	99.0
March 2015	Good	Very Good	Very Good	Very Good	13181	100.0
March 2013	Good	Very Good	Very Good	Very Good	13127	100.0
March 2011	Good	Very Good	Very Good	Very Good	13127	100.0
March 2009	Good	Good	Good	Good	9482	98.7
April 2007	Good	Good	Good	Good	10098	98.6
June 2005	Good	Good	Good	Good	10098	98.6
April 2003	Good	Good	Good	Good	10098	98.6
October 2001	Good	Good	Good	Good	9900	98.6
September 1999	Fair	Satisfactory	Good	Good	9900	96.6
July 1997	Fair	Satisfactory	Good	Good	9900	96.6
March 1995	Good	Good	Good	Good	9900	96.5
July 1993	Good	Good	Very Good	Very Good	14600	90.7
June 1991	Good	Good	Very Good	Very Good	14600	86.6

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
Prestressed Concrete Closed Web/Box Girder	linear ft.	248	248	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	6,448	6,446	2	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	28	28	0	0	0
Reinforced Concrete Abutment	linear ft.	58	58	0	0	0
Joints
Pourable Joint	linear ft.	52	0	52	0	0
Compression Joint	linear ft.	52	0	52	0	0
Bearings
Movable Bearing	each	3	3	0	0	0
Enclosed/Concealed Bearing	each	6	6	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	496	496	0	0	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/1591196