Share: 
SR 9 over W FK NOOKACHAMPS CR
Map
Coordinates:
+48.43067, -122.26425
48°25'50" N, 122°15'51" W
+48.43067, -122.26425
48°25'50" N, 122°15'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR 9 over W FK NOOKACHAMPS CR |
| Structure number: | 000000GJ0000000 |
| Location: | 0.1 N JCT SR 538 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 109.9 ft. [33.5 m] |
| Total length: | 243.1 ft. [74.1 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 22.6 ft. [6.9 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1920 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 13.5 / HS 15 [3] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: April 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,524 [as of 2012] |
| Truck traffic: | 10% of total traffic |
| 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: | 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 (including piles) on dry land well above flood water elevations. [9] |
| Sufficiency rating: | 76.7 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $3,013,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2017 | Fair | - | Satisfactory | Satisfactory | 5524 | 76.7 |
| April 2015 | Fair | - | Satisfactory | Satisfactory | 5524 | 76.7 |
| April 2013 | Fair | - | Satisfactory | Satisfactory | 5840 | 76.4 |
| April 2011 | Fair | - | Satisfactory | Satisfactory | 5840 | 76.4 |
| April 2009 | Fair | - | Satisfactory | Satisfactory | 5899 | 76.4 |
| June 2007 | Fair | - | Satisfactory | Satisfactory | 5600 | 76.6 |
| October 2005 | Fair | - | Satisfactory | Satisfactory | 5600 | 76.6 |
| September 2003 | Fair | - | Satisfactory | Satisfactory | 5600 | 76.6 |
| April 2001 | Fair | - | Satisfactory | Satisfactory | 5600 | 76.6 |
| April 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 5800 | 75.4 |
| May 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 5253 | 73.9 |
| April 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 5253 | 71.6 |
| August 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 5253 | 71.6 |
| December 1992 | Fair | Very Good | Satisfactory | Satisfactory | 5900 | 49.8 |
| November 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 4700 | 51.1 |
© 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/1588589
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1588589