Share: 
US 195 over S FK PALOUSE RIVER
Map
Coordinates:
+46.87617, -117.36497
46°52'34" N, 117°21'54" W
+46.87617, -117.36497
46°52'34" N, 117°21'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 195 over S FK PALOUSE RIVER |
| Structure number: | 0001869A0000000 |
| Location: | 15.2 N JCT SR 270 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 56.1 ft. [17.1 m] |
| Total length: | 112.9 ft. [34.4 m] |
| Roadway width between curbs: | 44.0 ft. [13.4 m] |
| Deck width edge-to-edge: | 56.4 ft. [17.2 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1934 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 2 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,438 [as of 2016] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 72.4 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $2,622,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2018 | Fair | Satisfactory | Satisfactory | Good | 10438 | 72.4 |
| July 2016 | Fair | Satisfactory | Satisfactory | Good | 10033 | 72.1 |
| July 2014 | Fair | Satisfactory | Satisfactory | Good | 10033 | 61.2 |
| July 2012 | Fair | Satisfactory | Satisfactory | Good | 10443 | 58.1 |
| July 2010 | Fair | Satisfactory | Satisfactory | Good | 10316 | 58.1 |
| August 2008 | Fair | Satisfactory | Satisfactory | Good | 10316 | 58.1 |
| October 2006 | Fair | Satisfactory | Satisfactory | Good | 8225 | 58.5 |
| September 2004 | Fair | Satisfactory | Satisfactory | Good | 8225 | 53.3 |
| July 2002 | Fair | Satisfactory | Satisfactory | Good | 8225 | 53.3 |
| March 2001 | Fair | Satisfactory | Satisfactory | Good | 12408 | 50.5 |
| April 1999 | Fair | Satisfactory | Satisfactory | Good | 12408 | 50.5 |
| August 1997 | Fair | Satisfactory | Satisfactory | Good | 12408 | 42.8 |
| August 1995 | Fair | Satisfactory | Satisfactory | Good | 12408 | 44.5 |
| April 1993 | Fair | Satisfactory | Satisfactory | Good | 10550 | 45.4 |
| June 1991 | Fair | Satisfactory | Satisfactory | Good | 10550 | 45.4 |
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 | ||||||
| Reinforced Concrete Girder/Beam | linear ft. | 791 | 790 | 0 | 1 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 4,972 | 4,956 | 8 | 0 | 8 |
| Wearing Surfaces | sq. ft. | 4,972 | 0 | 4,972 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 7 | 7 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 116 | 116 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 54 | 54 | 0 | 0 | 0 |
| Joints | ||||||
| Open Joint | linear ft. | 88 | 0 | 88 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 226 | 225 | 0 | 1 | 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/1588878
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1588878