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COUNTY HIGHWAY over PASCO PUMP LATERAL
Map
Coordinates:
+46.32929, -119.23628
46°19'45" N, 119°14'11" W
+46.32929, -119.23628
46°19'45" N, 119°14'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY HIGHWAY over PASCO PUMP LATERAL |
| Structure number: | 082581000000000 |
| Location: | 0.49 W JCT 1000 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 23.0 ft. [7.0 m] |
| Total length: | 23.0 ft. [7.0 m] |
| Roadway width between curbs: | 23.0 ft. [7.0 m] |
| Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1954 |
| Year reconstructed: | 1961 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 372 [as of 2018] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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 (including piles) on dry land well above flood water elevations. [9] |
| Sufficiency rating: | 25.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $146,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2018 | Poor | Serious | Poor | Satisfactory | 372 | 25.9 |
| December 2017 | Poor | Serious | Poor | Satisfactory | 372 | 25.9 |
| December 2016 | Poor | Serious | Poor | Satisfactory | 372 | 25.9 |
| December 2015 | Poor | Poor | Fair | Satisfactory | 372 | 68.9 |
| December 2014 | Poor | Poor | Fair | Satisfactory | 372 | 68.9 |
| December 2012 | Fair | Fair | Fair | Satisfactory | 267 | 70.9 |
| January 2011 | Fair | Fair | Fair | Satisfactory | 267 | 70.9 |
| March 2009 | Fair | Fair | Fair | Satisfactory | 267 | 70.9 |
| January 2007 | Fair | Fair | Fair | Satisfactory | 299 | 70.9 |
| December 2004 | Fair | Fair | Fair | Satisfactory | 299 | 70.9 |
| March 2003 | Fair | Fair | Good | Good | 170 | 84.5 |
| January 2001 | Fair | Fair | Good | Good | 170 | 84.5 |
| January 1999 | Good | Good | Very Good | Good | 170 | 85.5 |
| January 1997 | Good | Good | Very Good | Good | 170 | 85.5 |
| February 1995 | Good | Good | Very Good | Good | 170 | 73.9 |
| January 1993 | Good | Good | Very Good | Good | 285 | 62.4 |
| December 1990 | Fair | Satisfactory | Very Good | Good | 110 | 66.5 |
© 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/1593715
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1593715