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COUNTY ROAD over SKUTUMPAH CREEK
Map
Coordinates:
+37.27893, -112.34549
37°16'44" N, 112°20'44" W
+37.27893, -112.34549
37°16'44" N, 112°20'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY ROAD over SKUTUMPAH CREEK |
| Structure number: | 025009F |
| Location: | 25 MILES EAST OF GLENDALE |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 19.7 ft. [6.0 m] |
| Total length: | 22.3 ft. [6.8 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 39.4 ft. [12.0 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1987 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Gravel [8] |
Latest Available Inspection: February 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 63 [as of 2010] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 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: | 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 the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 76.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| February 2018 | Good | Good | Good | Good | 63 | 76.0 |
| February 2016 | Good | Good | Good | Good | 63 | 76.0 |
| February 2014 | Good | Good | Good | Good | 63 | 75.9 |
| February 2012 | Good | Good | Good | Good | 63 | 93.4 |
| August 2010 | Good | Good | Good | Good | 63 | 93.4 |
| August 2008 | Good | Good | Good | Good | 63 | 93.4 |
| October 2007 | Good | Good | Good | Good | 50 | 93.5 |
| February 2006 | Good | Good | Good | Good | 50 | 93.5 |
| January 2004 | Good | Good | Good | Good | 50 | 93.5 |
| January 2000 | Good | Good | Good | Good | 50 | 88.5 |
| January 1998 | Good | Good | Good | Good | 10 | 88.9 |
| February 1996 | Good | Good | Good | Good | 10 | 93.9 |
| March 1994 | Good | Good | Good | Good | 10 | 93.9 |
| April 1992 | Good | Good | Very Good | Good | 5 | 95.0 |
| May 1990 | Good | Good | Very Good | Good | 5 | 95.0 |
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 | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 106 | 106 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Top Flange | sq. ft. | 875 | 875 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 85 | 85 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 44 | 44 | 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/1569154
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1569154