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STATE ROUTE 116 over RUSSIAN RIVER
Map
Coordinates:
+38.50139, -122.99472
38°30'05" N, 122°59'41" W
+38.50139, -122.99472
38°30'05" N, 122°59'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | STATE ROUTE 116 over RUSSIAN RIVER |
| Structure number: | 20 0254 |
| Location: | 04-SON-116-R12.19 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 230.0 ft. [70.1 m] |
| Total length: | 805.2 ft. [245.4 m] |
| Roadway width between curbs: | 36.1 ft. [11.0 m] |
| Deck width edge-to-edge: | 43.6 ft. [13.3 m] |
| Skew angle: | 25° |
| Owner: | State Highway Agency [01] |
| Year built: | 1998 |
| 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: | 4 |
| Main spans material: | Prestressed concrete continuous [6] |
| Main spans design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: June 2016
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,450 [as of 2009] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Equal to present desirable criteria [8] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 59.5 tons [54.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 93.9 |
Previous Inspections
| Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
|---|---|---|---|---|---|---|---|
| June 2016 | 93.9 | Good | Very Good | Very Good | Very Good | - | 8450 |
| September 2014 | 93.9 | Good | Very Good | Very Good | Very Good | - | 8450 |
| October 2012 | 93.9 | Good | Good | Very Good | Good | - | 8450 |
| October 2010 | 92.8 | Good | Good | Very Good | Good | - | 10900 |
| October 2008 | 92.8 | Fair | Satisfactory | Very Good | Good | - | 10900 |
| November 2006 | 92.8 | Fair | Satisfactory | Very Good | Good | - | 10900 |
| January 2005 | 92.8 | Fair | Satisfactory | Very Good | Good | - | 10900 |
| December 2002 | 92.8 | Good | Good | Very Good | Good | - | 10900 |
| January 2001 | 92.8 | Good | Good | Very Good | Good | - | 10900 |
| November 1999 | 93.8 | Good | Good | Very Good | Good | - | 10900 |
© Copyright 2012-18, 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/1042452
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1042452