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FERRY STREET over KETTLE RIVER
Map
Coordinates:
+48.88556, -118.60139
48°53'08" N, 118°36'05" W
+48.88556, -118.60139
48°53'08" N, 118°36'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | FERRY STREET over KETTLE RIVER |
| Structure number: | 081665000000000 |
| Location: | 00.0 E 21 IN CURLEW |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 180.1 ft. [54.9 m] |
| Total length: | 202.1 ft. [61.6 m] |
| Roadway width between curbs: | 13.8 ft. [4.2 m] |
| Deck width edge-to-edge: | 18.4 ft. [5.6 m] |
| Vertical clearance above deck: | 12.1 ft. [3.7 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1908 |
| Year reconstructed: | 2006 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Wood or Timber [7] |
Latest Available Inspection: July 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 176 [as of 2016] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| 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 assessed or calculated scour condition. [5] |
| Sufficiency rating: | 49.1 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,293,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2017 | Fair | Satisfactory | Good | Good | 176 | 49.1 |
| July 2016 | Fair | Satisfactory | Good | Good | 176 | 49.5 |
| September 2014 | Good | Good | Good | Good | 176 | 49.5 |
| September 2013 | Good | Good | Good | Good | 176 | 49.5 |
| September 2011 | Good | Good | Good | Good | 176 | 49.5 |
| July 2009 | Good | Good | Good | Good | 176 | 49.5 |
| August 2007 | Good | Good | Good | Good | 435 | 49.4 |
| August 2002 | Fair | Satisfactory | Fair | Satisfactory | 435 | 32.1 |
| September 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 435 | 42.2 |
| October 1998 | Fair | Good | Satisfactory | Satisfactory | 435 | 42.2 |
| August 1996 | Fair | Good | Satisfactory | Satisfactory | 435 | 42.2 |
| September 1994 | Fair | Good | Satisfactory | Satisfactory | 435 | 27.1 |
| December 1993 | Poor | Good | Poor | Satisfactory | 435 | 19.4 |
| July 1992 | Poor | Good | Poor | Satisfactory | 435 | 15.1 |
© 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/1593266
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1593266