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HODGSON PRICE ROAD over BOULDER CREEK
Map
Coordinates:
+48.82854, -118.19248
48°49'43" N, 118°11'33" W
+48.82854, -118.19248
48°49'43" N, 118°11'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | HODGSON PRICE ROAD over BOULDER CREEK |
| Structure number: | 079734000000000 |
| Location: | 00.01 S BOULDER RD |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 59.1 ft. [18.0 m] |
| Total length: | 85.0 ft. [25.9 m] |
| Roadway width between curbs: | 15.1 ft. [4.6 m] |
| Deck width edge-to-edge: | 16.4 ft. [5.0 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1973 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 13.5 / HS 15 [3] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Corrugated Steel [6] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 20 [as of 2018] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 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: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| 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: | 76.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,976,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 20 | 76.8 |
| June 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 19 | 76.8 |
| May 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 19 | 78.0 |
| May 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 19 | 78.0 |
| June 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 19 | 78.0 |
| June 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 19 | 78.0 |
| June 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 19 | 78.0 |
| March 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 19 | 78.0 |
| August 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 19 | 74.9 |
| October 1998 | Fair | Satisfactory | Satisfactory | Good | 19 | 74.9 |
| October 1996 | Fair | Satisfactory | Satisfactory | Good | 19 | 74.9 |
| December 1994 | Fair | Satisfactory | Satisfactory | Good | 19 | 58.1 |
| December 1993 | Fair | Satisfactory | Good | Good | 19 | 58.1 |
| November 1992 | Poor | Satisfactory | Good | Poor | 19 | 35.1 |
| April 1990 | Poor | Very Good | Good | Poor | 19 | 38.1 |
© 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/1592363
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1592363