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MATTOLE ROAD over MATTOLE RIVER
Map
Coordinates:
+40.27034, -124.22681
40°16'13" N, 124°13'37" W
+40.27034, -124.22681
40°16'13" N, 124°13'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | MATTOLE ROAD over MATTOLE RIVER |
| Structure number: | 04C0189 |
| Location: | 8.0 MI N/O HONEYDEW |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 149.9 ft. [45.7 m] |
| Total length: | 166.0 ft. [50.6 m] |
| Roadway width between curbs: | 15.4 ft. [4.7 m] |
| Deck width edge-to-edge: | 18.0 ft. [5.5 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1935 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: March 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 205 [as of 2008] |
| Truck traffic: | 4% of total traffic |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Poor [4 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: | Better than present minimum criteria [7] |
| 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 the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 30.1 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $463,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2018 | Poor | - | Fair | Poor | 205 | 30.1 |
| March 2016 | Good | - | Good | Very Good | 205 | 52.0 |
| July 2014 | Good | - | Good | Very Good | 205 | 52.0 |
| June 2012 | Fair | - | Fair | Good | 205 | 49.2 |
| July 2010 | Fair | - | Fair | Good | 175 | 60.5 |
| July 2008 | Fair | - | Fair | Good | 175 | 60.5 |
| October 2006 | Fair | - | Fair | Good | 175 | 60.5 |
| July 2003 | Fair | - | Fair | Good | 175 | 60.5 |
| June 2001 | Good | - | Good | Good | 175 | 71.9 |
| January 1999 | Good | - | Good | Good | 175 | 71.9 |
| April 1997 | Good | - | Good | Good | 175 | 71.9 |
| March 1995 | Good | - | Good | Good | 175 | 73.0 |
| February 1993 | Good | - | Good | Good | 175 | 73.0 |
| October 1990 | Good | - | Good | Good | 175 | 73.0 |
© 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/1038622
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1038622