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COUNTY ROAD 99W over CACHE CREEK
Map
Coordinates:
+38.72709, -121.80639
38°43'38" N, 121°48'23" W
+38.72709, -121.80639
38°43'38" N, 121°48'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY ROAD 99W over CACHE CREEK |
| Structure number: | 22C0022 |
| Location: | APPROX 1 MI NW/O CO RD 18 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 90.2 ft. [27.5 m] |
| Total length: | 228.0 ft. [69.5 m] |
| Roadway width between curbs: | 35.4 ft. [10.8 m] |
| Deck width edge-to-edge: | 38.4 ft. [11.7 m] |
| Skew angle: | 30° |
| Owner: | County Highway Agency [02] |
| Year built: | 2003 |
| 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: | 3 |
| 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: January 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 862 [as of 2009] |
| Truck traffic: | 15% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 91.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2017 | Fair | Fair | Good | Good | 862 | 91.9 |
| January 2015 | Fair | Satisfactory | Very Good | Very Good | 862 | 92.9 |
| January 2013 | Good | Good | Very Good | Good | 862 | 94.9 |
| January 2011 | Good | Good | Very Good | Good | 862 | 94.9 |
| December 2008 | Good | Good | Very Good | Good | 911 | 94.9 |
| January 2007 | Good | Good | Very Good | Good | 911 | 94.9 |
| November 2004 | Good | Good | Very Good | Good | 911 | 94.9 |
| March 2002 | Poor | Good | Critical | Serious | 2500 | 17.2 |
| August 2000 | Poor | Good | Critical | Serious | 2500 | 17.2 |
| January 1999 | Poor | Good | Critical | Serious | 2500 | 17.2 |
| November 1995 | Poor | Satisfactory | Critical | Serious | 2500 | 17.2 |
| December 1994 | Poor | Satisfactory | Poor | Fair | 2500 | 17.2 |
| October 1993 | Poor | Satisfactory | Poor | Fair | 2500 | 23.7 |
| September 1991 | Poor | Satisfactory | Poor | Fair | 2500 | 23.7 |
© 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/1043201
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1043201