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LYMAN HILL ROAD over WHETSTONE CREEK
Map
Coordinates:
+46.35526, -118.01331
46°21'19" N, 118°00'48" W
+46.35526, -118.01331
46°21'19" N, 118°00'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | LYMAN HILL ROAD over WHETSTONE CREEK |
| Structure number: | 081190000000000 |
| Location: | 0.01 S JCT 2586 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 21.0 ft. [6.4 m] |
| Total length: | 22.0 ft. [6.7 m] |
| Roadway width between curbs: | 22.6 ft. [6.9 m] |
| Deck width edge-to-edge: | 23.0 ft. [7.0 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1967 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Other [9] |
| Wearing surface: | Gravel [8] |
Latest Available Inspection: October 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 75 [as of 2014] |
| Truck traffic: | 15% of total traffic |
| Deck condition: | Fair [5 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: | 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Sufficiency rating: | 95.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2018 | Fair | Fair | Satisfactory | Satisfactory | 75 | 95.0 |
| October 2016 | Fair | Fair | Satisfactory | Satisfactory | 75 | 95.0 |
| October 2014 | Fair | Fair | Satisfactory | Satisfactory | 75 | 95.0 |
| October 2012 | Fair | Fair | Satisfactory | Satisfactory | 75 | 95.0 |
| August 2011 | Fair | Fair | Satisfactory | Satisfactory | 75 | 95.0 |
| August 2009 | Fair | Fair | Satisfactory | Satisfactory | 75 | 95.0 |
| August 2007 | Fair | Fair | Satisfactory | Satisfactory | 50 | 95.0 |
| July 2005 | Fair | Fair | Satisfactory | Satisfactory | 50 | 95.0 |
| June 2003 | Fair | Fair | Satisfactory | Satisfactory | 50 | 95.0 |
| March 2001 | Fair | Good | Good | Satisfactory | 50 | 96.0 |
| December 1998 | Good | Good | Good | Good | 50 | 96.0 |
| June 1996 | Good | Good | Good | Good | 50 | 96.0 |
| November 1993 | Good | Good | Good | Good | 50 | 96.0 |
| April 1993 | Good | Good | Good | Good | 50 | 96.0 |
| March 1990 | Good | Very Good | Very Good | Very Good | 25 | 94.7 |
© 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/1593033
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1593033