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COUNTY ROAD over PRICE RIVER
Map
Coordinates:
+39.53133, -110.73419
39°31'53" N, 110°44'03" W
+39.53133, -110.73419
39°31'53" N, 110°44'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY ROAD over PRICE RIVER |
| Structure number: | 007005C |
| Location: | 0.5 MILE S. OF WELLINGTON |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 122.7 ft. [37.4 m] |
| Total length: | 125.3 ft. [38.2 m] |
| Roadway width between curbs: | 32.5 ft. [9.9 m] |
| Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
| Skew angle: | 16° |
| Owner: | County Highway Agency [02] |
| 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: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 252 [as of 2010] |
| Truck traffic: | 25% of total traffic |
| Deck condition: | Satisfactory [6 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: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 97.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2018 | Fair | Satisfactory | Good | Good | 252 | 97.9 |
| June 2016 | Fair | Satisfactory | Good | Good | 252 | 97.9 |
| June 2014 | Fair | Satisfactory | Good | Good | 252 | 97.9 |
| June 2012 | Fair | Satisfactory | Good | Good | 252 | 97.9 |
| July 2010 | Fair | Satisfactory | Good | Good | 252 | 97.9 |
| June 2008 | Fair | Satisfactory | Good | Good | 252 | 97.9 |
| August 2006 | Good | Good | Good | Good | 200 | 97.9 |
| August 2004 | Good | Good | Good | Good | 200 | 97.9 |
| August 2002 | Good | Good | Good | Good | 200 | 97.9 |
| August 2000 | Good | Good | Good | Good | 200 | 92.9 |
| September 1998 | Good | Good | Good | Good | 200 | 92.9 |
| August 1996 | Good | Good | Good | Good | 200 | 92.9 |
| September 1994 | Good | Good | Good | Very Good | 170 | 97.9 |
| September 1992 | Good | Good | Good | Very Good | 150 | 98.0 |
| August 1990 | Good | Good | Good | Very Good | 150 | 99.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Steel Girder/Beam | linear ft. | 495 | 470 | 25 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 4,238 | 2,788 | 1,450 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 71 | 65 | 6 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 309 | 229 | 80 | 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/1568905
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1568905