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WASATCH COUNTY RD over PROVO RIVER
Map
Coordinates:
+40.40086, -111.53125
40°24'03" N, 111°31'52" W
+40.40086, -111.53125
40°24'03" N, 111°31'52" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | WASATCH COUNTY RD over PROVO RIVER |
| Structure number: | 051007A |
| Location: | .5 MI.BELOW DEER CR. RES. |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 24.3 ft. [7.4 m] |
| Total length: | 96.1 ft. [29.3 m] |
| Roadway width between curbs: | 24.6 ft. [7.5 m] |
| Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
| Skew angle: | 30° |
| Owner: | County Highway Agency [02] |
| Year built: | 1940 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 4 |
| Main spans material: | Wood or timber [7] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 20 [as of 2010] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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: | 55.2 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2018 | Fair | Fair | Fair | Fair | 20 | 55.2 |
| June 2016 | Fair | Fair | Fair | Fair | 20 | 57.2 |
| June 2014 | Fair | Fair | Satisfactory | Fair | 20 | 75.3 |
| June 2012 | Fair | Fair | Satisfactory | Fair | 20 | 67.2 |
| June 2010 | Fair | Fair | Good | Fair | 6 | 67.4 |
| June 2008 | Fair | Fair | Good | Fair | 6 | 67.4 |
| July 2004 | Fair | Fair | Good | Fair | 5 | 67.4 |
| July 2002 | Fair | Satisfactory | Good | Satisfactory | 5 | 79.5 |
| July 2000 | Fair | Satisfactory | Good | Satisfactory | 5 | 87.0 |
| July 1998 | Fair | Satisfactory | Good | Satisfactory | 5 | 87.0 |
| July 1996 | Fair | Satisfactory | Good | Satisfactory | 5 | 87.0 |
| August 1994 | Fair | Satisfactory | Good | Satisfactory | 5 | 87.0 |
| August 1992 | Fair | Satisfactory | Good | Satisfactory | 5 | 87.0 |
| June 1990 | Poor | Satisfactory | Good | Serious | 5 | 42.9 |
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 | ||||||
| Timber Girder/Beam | linear ft. | 1,140 | 0 | 1,102 | 38 | 0 |
| Substructure | ||||||
| Timber Column | each | 25 | 0 | 19 | 6 | 0 |
| Timber Abutment | linear ft. | 52 | 0 | 52 | 0 | 0 |
| Timber Pier Cap | linear ft. | 75 | 0 | 65 | 10 | 0 |
| Deck | ||||||
| Timber Deck | sq. ft. | 2,501 | 0 | 2,405 | 96 | 0 |
| Bridge Rail | ||||||
| Other Material Bridge Rail | linear ft. | 192 | 0 | 96 | 96 | 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/1569792
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1569792