COLEMAN RD over S-CANAL
Map
Coordinates:
+39.48560, -118.7902539°29'08" N, 118°47'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COLEMAN RD over S-CANAL |
Structure number: | B1588 |
Location: | WEST OF FALLON |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 11.2 ft. [3.4 m] |
Total length: | 38.1 ft. [11.6 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 38.1 ft. [11.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 2004 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 550 [as of 2014] |
Truck traffic: | 4% of total traffic |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Pier/abutment protection: | Navigation protection not required [1] |
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: | 82.0 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
February 2017 | Good | 7 out of 10 | 550 | 82.0 |
February 2015 | Good | 7 out of 10 | 550 | 81.0 |
February 2013 | Good | 7 out of 10 | 550 | 82.0 |
February 2011 | Good | 7 out of 10 | 550 | 97.9 |
February 2009 | Good | 7 out of 10 | 550 | 97.9 |
February 2007 | Good | 7 out of 10 | 550 | 97.9 |
February 2005 | Good | 7 out of 10 | 500 | 98.0 |
January 2004 | Fair | N out of 10 | 550 | 78.8 |
February 2003 | Fair | N out of 10 | 550 | 78.8 |
March 2001 | Fair | N out of 10 | 550 | 78.8 |
February 1999 | Fair | N out of 10 | 550 | 78.8 |
March 1997 | Fair | N out of 10 | 550 | 78.8 |
January 1995 | Fair | N out of 10 | 525 | 78.8 |
December 1992 | Fair | N out of 10 | 525 | 78.8 |
December 1990 | Good | N out of 10 | 500 | 78.8 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Culvert |
Reinforced Concrete Culvert | linear ft. | 144 | 128 | 16 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 76 | 76 | 0 | 0 | 0 |