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SR-142 over WEST CACHE CANAL
Map
Coordinates:
+41.91750, -111.95833
41°55'03" N, 111°57'30" W
+41.91750, -111.95833
41°55'03" N, 111°57'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR-142 over WEST CACHE CANAL |
| Structure number: | 0E1044 |
| Location: | 4.5 MI.EAST OF CLARKSTON |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 20.7 ft. [6.3 m] |
| Total length: | 22.0 ft. [6.7 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 1956 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Concrete [1] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: July 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 660 [as of 2014] |
| Truck traffic: | 24% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 96.6 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| July 2017 | Good | 7 out of 10 | 660 | 96.6 |
| July 2015 | Good | 7 out of 10 | 660 | 78.6 |
| July 2013 | Good | 7 out of 10 | 466 | 66.7 |
| July 2011 | Good | 7 out of 10 | 880 | 82.5 |
| July 2009 | Good | 7 out of 10 | 880 | 88.9 |
| October 2007 | Good | 7 out of 10 | 1105 | 88.8 |
| November 2005 | Good | 7 out of 10 | 1105 | 88.8 |
| August 2003 | Good | 7 out of 10 | 950 | 88.9 |
| July 1999 | Good | 7 out of 10 | 926 | 88.9 |
| May 1997 | Good | 7 out of 10 | 745 | 89.0 |
| July 1995 | Good | 7 out of 10 | 605 | 89.1 |
| October 1993 | Good | 7 out of 10 | 645 | 89.1 |
| September 1991 | Good | 7 out of 10 | 265 | 89.3 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 59 | 49 | 10 | 0 | 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/1570288
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1570288