JESSE RIGBY ROAD over WEST COLOMA CREEK
Map
Coordinates:
+28.53236, -96.7674628°31'57" N, 96°46'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | JESSE RIGBY ROAD over WEST COLOMA CREEK |
Structure number: | 130290AA0191001 |
Location: | 2.5 MI E OF JCT SH 185 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 38.1 ft. [11.6 m] |
Total length: | 41.0 ft. [12.5 m] |
Roadway width between curbs: | 25.3 ft. [7.7 m] |
Deck width edge-to-edge: | 26.2 ft. [8.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1981 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 220 [as of 2009] |
Truck traffic: | 2% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry 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 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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 87.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | Very Good | Very Good | Good | 220 | 87.2 |
November 2015 | Good | Very Good | Very Good | Good | 220 | 86.9 |
November 2013 | Good | Very Good | Very Good | Good | 220 | 94.4 |
December 2011 | Good | Very Good | Very Good | Good | 220 | 94.4 |
December 2009 | Good | Very Good | Very Good | Good | 220 | 94.4 |
January 2008 | Good | Very Good | Very Good | Good | 220 | 94.4 |
January 2006 | Good | Very Good | Very Good | Good | 160 | 94.4 |
January 2004 | Good | Very Good | Very Good | Good | 160 | 94.4 |
April 2002 | Good | Very Good | Very Good | Very Good | 160 | 94.4 |
July 2000 | Good | Very Good | Very Good | Very Good | 370 | 89.8 |
July 1998 | Good | Very Good | Very Good | Very Good | 370 | 89.8 |
June 1996 | Good | Very Good | Very Good | Very Good | 110 | 84.3 |
June 1994 | Good | Very Good | Very Good | Very Good | 110 | 84.1 |
May 1992 | Good | Good | Very Good | Very Good | 110 | 86.7 |
December 1989 | Good | Good | Very Good | Very Good | 110 | 80.8 |