Share: 
ORANGEVIL.MAIN ST. over COTTONWOOD CREEK
Map
Coordinates:
+39.23078, -111.05320
39°13'51" N, 111°03'12" W
+39.23078, -111.05320
39°13'51" N, 111°03'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | ORANGEVIL.MAIN ST. over COTTONWOOD CREEK |
| Structure number: | 015030F |
| Location: | 170 N. MAIN, ORANGEVILLE |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 88.9 ft. [27.1 m] |
| Total length: | 90.6 ft. [27.6 m] |
| Roadway width between curbs: | 30.5 ft. [9.3 m] |
| Deck width edge-to-edge: | 38.7 ft. [11.8 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1976 |
| 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: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 529 [as of 2010] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 90.5 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2018 | Good | Good | Very Good | Good | 529 | 90.5 |
| June 2016 | Good | Good | Very Good | Good | 529 | 90.5 |
| June 2014 | Good | Good | Very Good | Good | 529 | 81.6 |
| June 2012 | Good | Good | Very Good | Good | 529 | 97.9 |
| June 2010 | Good | Very Good | Very Good | Good | 529 | 97.9 |
| June 2008 | Good | Very Good | Very Good | Good | 529 | 97.9 |
| August 2006 | Good | Very Good | Very Good | Good | 420 | 97.9 |
| August 2004 | Good | Good | Very Good | Good | 420 | 97.9 |
| August 2002 | Good | Good | Very Good | Good | 420 | 97.9 |
| August 2000 | Good | Good | Very Good | Good | 420 | 92.9 |
| September 1998 | Good | Good | Very Good | Good | 420 | 92.9 |
| August 1996 | Good | Good | Very Good | Good | 420 | 92.9 |
| September 1994 | Good | Good | Very Good | Good | 420 | 97.9 |
| September 1992 | Good | Good | Very Good | Good | 400 | 96.9 |
| August 1990 | Good | Good | Very Good | Very Good | 400 | 96.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 542 | 542 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 3,514 | 3,514 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 78 | 66 | 12 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 241 | 240 | 1 | 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/1569042
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1569042