Share: 
US-89 (SR-89) over PARIA RIVER
Map
Coordinates:
+37.10750, -111.90556
37°06'27" N, 111°54'20" W
+37.10750, -111.90556
37°06'27" N, 111°54'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US-89 (SR-89) over PARIA RIVER |
| Structure number: | 0C 300 |
| Location: | 42 MILES EAST OF KANAB |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 69.9 ft. [21.3 m] |
| Total length: | 354.0 ft. [107.9 m] |
| Roadway width between curbs: | 36.1 ft. [11.0 m] |
| Deck width edge-to-edge: | 42.3 ft. [12.9 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1958 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 5 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,200 [as of 2014] |
| Truck traffic: | 37% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| 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: | 79.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2017 | Fair | Good | Satisfactory | Good | 2200 | 79.0 |
| April 2015 | Good | Good | Good | Good | 2300 | 79.0 |
| April 2013 | Good | Good | Good | Good | 2300 | 79.0 |
| April 2011 | Good | Good | Good | Good | 2350 | 77.0 |
| April 2009 | Good | Good | Good | Good | 2350 | 77.0 |
| October 2007 | Good | Good | Good | Good | 2150 | 77.0 |
| June 2005 | Good | Good | Good | Good | 2150 | 77.0 |
| May 2003 | Good | Good | Good | Good | 2100 | 77.0 |
| March 1999 | Good | Good | Good | Good | 1955 | 73.0 |
| March 1997 | Good | Good | Good | Good | 1775 | 73.0 |
| April 1995 | Good | Good | Very Good | Good | 1660 | 80.7 |
| July 1993 | Good | Good | Very Good | Good | 1535 | 81.6 |
| February 1991 | Good | Very Good | Very Good | Very Good | 1455 | 82.2 |
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. | 1,769 | 1,584 | 175 | 10 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 14,927 | 14,887 | 40 | 0 | 0 |
| Superstructure | ||||||
| Steel Pin or Pin & Hangar Assembly | each | 30 | 0 | 30 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Pier Wall | linear ft. | 186 | 186 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 93 | 93 | 0 | 0 | 0 |
| Joints | ||||||
| Assembly with Seal | each | 84 | 54 | 30 | 0 | 0 |
| Bearings | ||||||
| Fixed Bearing | each | 30 | 20 | 10 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 725 | 0 | 725 | 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/1569946
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1569946