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COUNTY ROAD over SAN PITCH RIVER
Map
Coordinates:
+39.52044, -111.56645
39°31'14" N, 111°33'59" W
+39.52044, -111.56645
39°31'14" N, 111°33'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY ROAD over SAN PITCH RIVER |
| Structure number: | 039027F |
| Location: | RACETRK.RD.,5 MI.E.MORONI |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 24.9 ft. [7.6 m] |
| Total length: | 26.9 ft. [8.2 m] |
| Roadway width between curbs: | 18.0 ft. [5.5 m] |
| Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1984 |
| 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: | Tee beam [04] |
| Deck type: | Concrete Precast Panels [2] |
Latest Available Inspection: March 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 75 [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] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Sufficiency rating: | 84.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2018 | Good | Good | Good | Good | 75 | 84.0 |
| March 2016 | Good | Good | Good | Good | 75 | 84.0 |
| March 2014 | Good | Good | Good | Good | 75 | 85.0 |
| March 2012 | Good | Good | Good | Good | 75 | 100.0 |
| March 2010 | Good | Good | Very Good | Good | 75 | 100.0 |
| March 2008 | Good | Good | Very Good | Good | 60 | 100.0 |
| April 2006 | Good | Good | Good | Good | 60 | 100.0 |
| April 2004 | Good | Good | Good | Good | 60 | 100.0 |
| May 2002 | Good | Good | Good | Good | 60 | 100.0 |
| March 2000 | Fair | Good | Very Good | Satisfactory | 60 | 95.0 |
| March 1998 | Fair | Good | Very Good | Satisfactory | 60 | 95.0 |
| March 1996 | Good | Good | Very Good | Good | 60 | 95.0 |
| August 1994 | Good | Good | Very Good | Good | 60 | 100.0 |
| September 1992 | Good | Good | Very Good | Very Good | 60 | 96.0 |
| July 1990 | Good | Good | Very Good | Very Good | 60 | 96.0 |
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. | 108 | 100 | 8 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Top Flange | sq. ft. | 540 | 540 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 40 | 23 | 0 | 17 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 54 | 54 | 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/1569442
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1569442