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CAMP DAVID JR ROAD over SMALL CREEK
Map
Coordinates:
+48.06575, -123.86933
48°03'57" N, 123°52'10" W
+48.06575, -123.86933
48°03'57" N, 123°52'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CAMP DAVID JR ROAD over SMALL CREEK |
| Structure number: | 9500004P0000000 |
| Location: | 2.8 Mi. E. OF JCT. HWY. 1 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 70.5 ft. [21.5 m] |
| Total length: | 70.5 ft. [21.5 m] |
| Roadway width between curbs: | 12.5 ft. [3.8 m] |
| Deck width edge-to-edge: | 14.8 ft. [4.5 m] |
| Owner: | National Park Service [66] |
| Year built: | 1995 |
| Year reconstructed: | 2007 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| 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: August 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Posted for load [P] |
| Average daily traffic: | 25 [as of 2011] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 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: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 45.9 |
| Estimated cost of work: | $141,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2017 | Good | Good | Good | Good | 25 | 45.9 |
| August 2015 | Good | Good | Good | Good | 25 | 45.9 |
| August 2013 | Good | Good | Good | Good | 25 | 45.9 |
| August 2011 | Good | Good | Good | Good | 25 | 45.9 |
| August 2009 | Fair | Good | Satisfactory | Satisfactory | 25 | 45.9 |
| August 2007 | Fair | Good | Fair | Satisfactory | 25 | 45.7 |
| August 2005 | Fair | Fair | Satisfactory | Satisfactory | 25 | 44.9 |
| August 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 25 | 45.9 |
| August 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 25 | 45.9 |
| November 1999 | Fair | Excellent | Very Good | Satisfactory | 25 | 69.7 |
| November 1991 | Poor | Poor | Poor | Satisfactory | 50 | 36.6 |
© 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/1596514
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1596514