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SR-224 over DEER VALLEY SKI RUN
Map
Coordinates:
+40.61968, -111.50728
40°37'11" N, 111°30'26" W
+40.61968, -111.50728
40°37'11" N, 111°30'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR-224 over DEER VALLEY SKI RUN |
| Structure number: | 0D 838 |
| Location: | DEER VALLEY @ FLAGSTAFF |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 29.9 ft. [9.1 m] |
| Total length: | 32.5 ft. [9.9 m] |
| Roadway width between curbs: | 28.9 ft. [8.8 m] |
| Deck width edge-to-edge: | 45.3 ft. [13.8 m] |
| Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2003 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Main span material: | Concrete [1] |
| Main span design: | Frame [07] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,495 [as of 2014] |
| Truck traffic: | 16% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 48.6 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2018 | Good | Very Good | Very Good | Good | 4495 | 48.6 |
| August 2016 | Good | Very Good | Very Good | Very Good | 4495 | 48.6 |
| August 2014 | Good | Very Good | Very Good | Very Good | 4558 | 49.6 |
| August 2012 | Good | Very Good | Very Good | Very Good | 4651 | 63.0 |
| October 2010 | Good | Very Good | Very Good | Very Good | 2975 | 63.0 |
| August 2008 | Good | Very Good | Very Good | Very Good | 2975 | 61.0 |
| November 2006 | Good | Very Good | Very Good | Very Good | 3025 | 60.0 |
| September 2004 | Good | Very Good | Very Good | Very Good | 3025 | 60.0 |
| September 2003 | Good | Very Good | Very Good | Very Good | 3025 | 61.0 |
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. | 92 | 83 | 9 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Slab | sq. ft. | 1,375 | 1,375 | 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/1570262
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1570262