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BARR ROAD over GRAYS RIVER
Map
Coordinates:
+46.34872, -123.61047
46°20'55" N, 123°36'38" W
+46.34872, -123.61047
46°20'55" N, 123°36'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | BARR ROAD over GRAYS RIVER |
| Structure number: | 081543000000000 |
| Location: | 0.6 S JCT SR 4 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 89.9 ft. [27.4 m] |
| Total length: | 182.1 ft. [55.5 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1967 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 13.5 / HS 15 [3] |
| Number of main spans: | 3 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 266 [as of 2014] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| 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 determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 77.6 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $1,456,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2018 | Fair | Satisfactory | Good | Good | 266 | 77.6 |
| August 2016 | Fair | Satisfactory | Good | Good | 266 | 77.3 |
| August 2014 | Fair | Satisfactory | Good | Good | 266 | 77.3 |
| August 2012 | Fair | Satisfactory | Good | Good | 150 | 81.9 |
| September 2010 | Fair | Satisfactory | Good | Good | 150 | 81.9 |
| August 2008 | Fair | Satisfactory | Satisfactory | Good | 150 | 80.9 |
| July 2006 | Fair | Satisfactory | Satisfactory | Good | 150 | 80.9 |
| August 2004 | Fair | Satisfactory | Satisfactory | Good | 150 | 80.9 |
| September 2002 | Fair | Satisfactory | Satisfactory | Good | 150 | 80.9 |
| June 2000 | Fair | Satisfactory | Good | Good | 150 | 80.9 |
| September 1998 | Good | Very Good | Good | Very Good | 150 | 80.9 |
| September 1996 | Good | Very Good | Good | Very Good | 150 | 80.9 |
| September 1994 | Good | Very Good | Good | Very Good | 150 | 91.9 |
| June 1992 | Good | Very Good | Good | Very Good | 150 | 93.9 |
| October 1990 | Good | Very Good | Good | Very Good | 150 | 93.9 |
© 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/1593200
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1593200