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SR-31 over CLEVELAND CANAL
Map
Coordinates:
+39.35501, -111.02471
39°21'18" N, 111°01'29" W
+39.35501, -111.02471
39°21'18" N, 111°01'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR-31 over CLEVELAND CANAL |
| Structure number: | 0D 803 |
| Location: | 3.3 MI.WEST OF HUNTINGTON |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 25.3 ft. [7.7 m] |
| Total length: | 26.9 ft. [8.2 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 43.6 ft. [13.3 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 1973 |
| Year reconstructed: | 1993 |
| 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: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,630 [as of 2014] |
| Truck traffic: | 39% 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: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 75.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2017 | Good | Good | Good | Good | 5630 | 75.0 |
| August 2015 | Good | Good | Good | Good | 5630 | 79.0 |
| August 2013 | Good | Good | Good | Good | 5274 | 79.0 |
| August 2011 | Good | Good | Good | Good | 5460 | 79.0 |
| October 2009 | Good | Good | Good | Good | 5615 | 79.0 |
| October 2007 | Good | Good | Good | Very Good | 5424 | 79.0 |
| October 2005 | Good | Very Good | Good | Very Good | 5424 | 77.0 |
| November 2003 | Good | Very Good | Very Good | Very Good | 5925 | 77.0 |
| August 1999 | Good | Very Good | Very Good | Very Good | 4145 | 73.0 |
| July 1997 | Good | Very Good | Very Good | Very Good | 3655 | 73.0 |
| July 1995 | Good | Very Good | Very Good | Very Good | 2975 | 78.0 |
| October 1993 | Good | Very Good | Very Good | Very Good | 2755 | 78.0 |
| November 1991 | Good | Very Good | Very Good | Very Good | 2030 | 76.0 |
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. | 113 | 110 | 3 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 112 | 112 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Slab | sq. ft. | 1,138 | 1,136 | 2 | 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/1570247
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1570247