ISLAND ROAD over LITTLE TULE RIVER
Map
Coordinates:
+41.10938, -121.4919341°06'34" N, 121°29'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ISLAND ROAD over LITTLE TULE RIVER |
Structure number: | 06C0281 |
Location: | 2.3 MI N OF ARTHUR RD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 42.0 ft. [12.8 m] |
Roadway width between curbs: | 11.2 ft. [3.4 m] |
Deck width edge-to-edge: | 12.8 ft. [3.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1950 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2013] |
Truck traffic: | 5% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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: | 34.4 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $200,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Good | Good | Fair | 100 | 34.4 |
May 2015 | Good | Very Good | Very Good | Good | 100 | 45.4 |
December 2014 | Good | Very Good | Very Good | Good | 100 | 45.4 |
July 2013 | Fair | Satisfactory | Good | Very Good | 100 | 45.4 |
May 2011 | Fair | Satisfactory | Good | Very Good | 87 | 45.7 |
April 2009 | Fair | Satisfactory | Good | Very Good | 87 | 40.3 |
June 2007 | Fair | Satisfactory | Satisfactory | Very Good | 87 | 40.3 |
May 2005 | Fair | Satisfactory | Satisfactory | Very Good | 87 | 40.3 |
June 2004 | Fair | Fair | Satisfactory | Very Good | 87 | 39.2 |
December 2003 | Fair | Fair | Satisfactory | Very Good | 87 | 39.2 |
May 2001 | Fair | Fair | Satisfactory | Very Good | 87 | 39.2 |
June 2000 | Good | Good | Good | Very Good | 87 | 40.3 |
March 1998 | Good | Good | Good | Very Good | 87 | 40.3 |
January 1996 | Fair | Satisfactory | Fair | Fair | 500 | 34.2 |
February 1994 | Fair | Satisfactory | Fair | Fair | 500 | 34.2 |
June 1992 | Fair | Satisfactory | Fair | Fair | 500 | 34.2 |