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RIVERIA ROAD over RIVERIA GULCH
Map
Coordinates:
+46.51304, -118.07739
46°30'47" N, 118°04'39" W
+46.51304, -118.07739
46°30'47" N, 118°04'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | RIVERIA ROAD over RIVERIA GULCH |
| Structure number: | 086558000000000 |
| Location: | 1ST RIVERIA CROSSING |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 23.0 ft. [7.0 m] |
| Total length: | 23.0 ft. [7.0 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1999 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: October 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 80 [as of 2014] |
| Truck traffic: | 20% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 98.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $350,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| October 2017 | Good | 7 out of 10 | 80 | 98.3 |
| October 2015 | Good | 7 out of 10 | 80 | 98.5 |
| April 2014 | Good | 7 out of 10 | 80 | 98.5 |
| April 2012 | Good | 7 out of 10 | 80 | 95.9 |
| April 2010 | Good | 7 out of 10 | 80 | 95.9 |
| August 2008 | Good | 7 out of 10 | 80 | 95.9 |
| April 2004 | Good | 7 out of 10 | 100 | 91.8 |
| March 2002 | Good | 7 out of 10 | 100 | 94.8 |
| March 2000 | Good | 7 out of 10 | 100 | 94.8 |
© 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/1595825
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1595825