Share: 
SR 207 over WENATCHEE RIVER
Map
Coordinates:
+47.80958, -120.71511
47°48'34" N, 120°42'54" W
+47.80958, -120.71511
47°48'34" N, 120°42'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR 207 over WENATCHEE RIVER |
| Structure number: | 0002657A0000000 |
| Location: | 4.2 N JCT US 2 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 160.1 ft. [48.8 m] |
| Total length: | 215.9 ft. [65.8 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 25.3 ft. [7.7 m] |
| Vertical clearance above deck: | 14.4 ft. [4.4 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1940 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2017
| Good/Fair/Poor Condition: | Poor |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,547 [as of 2015] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Poor [4 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] |
| 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 is scour critical; bridge foundations determined to be unstable. [3] |
| Sufficiency rating: | 66.3 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $3,110,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2017 | Poor | Poor | Satisfactory | Satisfactory | 1547 | 66.3 |
| April 2015 | Poor | Poor | Satisfactory | Satisfactory | 2007 | 63.5 |
| April 2013 | Poor | Poor | Satisfactory | Satisfactory | 2079 | 63.4 |
| April 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 2079 | 66.5 |
| April 2009 | Fair | Satisfactory | Good | Satisfactory | 1767 | 68.9 |
| April 2007 | Fair | Satisfactory | Good | Satisfactory | 1732 | 68.9 |
| October 2005 | Fair | Satisfactory | Good | Satisfactory | 1732 | 65.9 |
| September 2003 | Fair | Satisfactory | Good | Satisfactory | 1732 | 65.9 |
| September 2001 | Fair | Satisfactory | Good | Satisfactory | 1667 | 66.0 |
| September 1999 | Poor | Satisfactory | Good | Poor | 1667 | 45.7 |
| August 1997 | Poor | Satisfactory | Good | Poor | 1667 | 32.2 |
| October 1995 | Fair | Satisfactory | Good | Good | 1667 | 51.5 |
| October 1993 | Fair | Satisfactory | Good | Satisfactory | 1185 | 52.1 |
| August 1991 | Fair | Satisfactory | Good | Satisfactory | 1185 | 52.1 |
© 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/1589010
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1589010