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PETERSON ROAD over SKAMOKAWA CREEK
Map
Coordinates:
+46.31472, -123.45306
46°18'53" N, 123°27'11" W
+46.31472, -123.45306
46°18'53" N, 123°27'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | PETERSON ROAD over SKAMOKAWA CREEK |
| Structure number: | 087187000000000 |
| Location: | 0.2 E MID. VAL. RD. |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 85.0 ft. [25.9 m] |
| Total length: | 89.9 ft. [27.4 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2003 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 22.5 / HS 25 [9] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Tee beam [04] |
| Deck type: | Other [9] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 51 [as of 2014] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Equal to present desirable criteria [8] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 94.6 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $936,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2018 | Good | Very Good | Very Good | Very Good | 51 | 94.6 |
| November 2016 | Good | Very Good | Very Good | Very Good | 51 | 94.6 |
| November 2014 | Good | Very Good | Very Good | Very Good | 51 | 94.5 |
| November 2012 | Good | Very Good | Very Good | Very Good | 50 | 94.5 |
| November 2010 | Good | Very Good | Very Good | Very Good | 50 | 94.5 |
| December 2008 | Good | Very Good | Very Good | Very Good | - | 93.0 |
| October 2006 | Good | Very Good | Very Good | Very Good | - | 43.0 |
| December 2004 | - | - | - | - | - | 43.0 |
© 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/1596065
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1596065