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FLESHMAN WAY over SNAKE RIVER

Asotin County, Washington

Map

Coordinates:
+46.39667, -117.04306
46°23'48" N, 117°02'35" W

Facts

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

Name:	FLESHMAN WAY over SNAKE RIVER
Structure number:	083744000000000
Location:	0.1 E JCT SR 129
Purpose:	Carries highway and pedestrian walkway over highway and waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	609.9 ft. `[185.9 m]`
Total length:	1866.2 ft. `[568.8 m]`
Roadway width between curbs:	53.8 ft. `[16.4 m]`
Deck width edge-to-edge:	69.9 ft. `[21.3 m]`
Vertical clearance below bridge:	59.1 ft. `[18.0 m]`
Owner:	County Highway Agency `[02]`
Year built:	1982
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	5
Main spans material:	Prestressed concrete continuous `[6]`
Main spans design:	Box Beam or girders - Single or Spread `[06]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,100 `[as of 2015]`
Truck traffic:	7% 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Pier/abutment protection:	In place but re-evaluation of design suggested `[4]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	86.3
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$93,050,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Fair	Satisfactory	Satisfactory	Satisfactory	2100	86.3
September 2016	Fair	Satisfactory	Satisfactory	Satisfactory	17500	75.8
September 2014	Poor	Satisfactory	Satisfactory	Poor	21000	42.5
September 2012	Poor	Satisfactory	Satisfactory	Poor	21000	57.4
May 2011	Poor	Good	Good	Poor	21000	57.4
September 2010	Poor	Very Good	Good	Poor	21000	57.4
September 2008	Poor	Very Good	Good	Poor	21000	57.4
January 2007	Good	Very Good	Good	Good	21000	87.7
October 2006	Good	Very Good	Good	Good	21000	87.7
October 2004	Good	Very Good	Good	Good	21000	87.7
November 1996	Good	Very Good	Very Good	Good	14013	89.8
November 1994	Good	Very Good	Good	Good	14013	89.5
November 1992	Good	Very Good	Good	Good	14013	89.5
November 1991	Fair	Very Good	Satisfactory	Satisfactory	6800	91.8

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.	1,749	0	1,749	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	270	270	0	0	0
Reinforced Concrete Abutment	linear ft.	115	92	23	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	3	1	1	1	0
Joints
Strip Seal Joint	linear ft.	141	0	141	0	0
Bearings
Movable Bearing	each	4	4	0	0	0
Enclosed/Concealed Bearing	each	4	4	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	3,734	3,734	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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