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CROWN CAMP ROAD over DUCK CREEK
Map
Coordinates:
+46.25150, -123.31703
46°15'05" N, 123°19'01" W
+46.25150, -123.31703
46°15'05" N, 123°19'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CROWN CAMP ROAD over DUCK CREEK |
| Structure number: | 087704000000000 |
| Location: | MP 0.57 CROWN CAMP RD. |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 55.1 ft. [16.8 m] |
| Total length: | 55.1 ft. [16.8 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 26.6 ft. [8.1 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2007 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Tee beam [04] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 63 [as of 2014] |
| Truck traffic: | 5% 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: | 95.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $792,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2018 | Good | Very Good | Very Good | Very Good | 63 | 95.0 |
| November 2016 | Good | Very Good | Very Good | Very Good | 63 | 95.0 |
| November 2014 | Good | Very Good | Very Good | Very Good | 63 | 95.0 |
| November 2012 | Good | Very Good | Very Good | Very Good | 63 | 95.0 |
| November 2010 | Good | Very Good | Very Good | Very Good | 63 | 95.0 |
| December 2008 | Good | Very Good | Very Good | Very Good | 63 | 95.0 |
© 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/1596285
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1596285