FLESHMAN WAY over SNAKE RIVER
Map
Coordinates:
+46.39667, -117.0430646°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 |