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SR-65 over EAST CANYON CREEK
Map
Coordinates:
+40.86363, -111.58619
40°51'49" N, 111°35'10" W
+40.86363, -111.58619
40°51'49" N, 111°35'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR-65 over EAST CANYON CREEK |
| Structure number: | 0D 536 |
| Location: | 4.7 MI EAST SL CO. LINE |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 34.1 ft. [10.4 m] |
| Total length: | 39.4 ft. [12.0 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 1959 |
| 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: | Frame [07] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 520 [as of 2014] |
| Truck traffic: | 20% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Sufficiency rating: | 45.5 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2017 | Good | Good | Good | Good | 520 | 45.5 |
| July 2015 | Good | Good | Good | Good | 520 | 75.4 |
| July 2013 | Good | Good | Good | Good | 487 | 75.8 |
| July 2011 | Fair | Good | Satisfactory | Good | 845 | 47.6 |
| July 2009 | Fair | Good | Satisfactory | Good | 845 | 56.4 |
| October 2007 | Fair | Good | Satisfactory | Good | 745 | 64.6 |
| October 2005 | Fair | Good | Satisfactory | Good | 745 | 64.6 |
| January 2004 | Fair | Good | Satisfactory | Good | 725 | 64.9 |
| July 1999 | Fair | Good | Satisfactory | Good | 625 | 60.4 |
| July 1997 | Fair | Good | Satisfactory | Good | 575 | 61.1 |
| September 1995 | Fair | Good | Satisfactory | Good | 525 | 67.4 |
| September 1993 | Fair | Good | Satisfactory | Good | 540 | 67.3 |
| October 1991 | Good | Good | Good | Good | 515 | 66.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 76 | 76 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 95 | 35 | 60 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Slab | sq. ft. | 1,125 | 1,125 | 0 | 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/1570179
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1570179