GAS PT RD over ALICE CREEK
Map
Coordinates:
+40.38860, -122.3717640°23'19" N, 122°22'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GAS PT RD over ALICE CREEK |
Structure number: | 06C0185 |
Location: | 4.6 MI WEST OF I-5 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 42.0 ft. [12.8 m] |
Total length: | 42.0 ft. [12.8 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 36.7 ft. [11.2 m] |
Skew angle: | 99° |
Owner: | County Highway Agency [02] |
Year built: | 1940 |
Year reconstructed: | 1969 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,577 [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: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 90.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Good | Good | Good | Good | 2577 | 90.4 |
September 2016 | Good | Good | Good | Good | 2577 | 90.4 |
September 2014 | Good | Very Good | Very Good | Good | 2577 | 89.4 |
September 2012 | Good | Good | Good | Good | 2577 | 89.4 |
September 2010 | Good | Good | Good | Good | 679 | 96.6 |
September 2008 | Good | Good | Good | Good | 679 | 96.6 |
September 2006 | Good | Good | Good | Good | 679 | 96.6 |
December 2004 | Good | Good | Good | Good | 679 | 96.6 |
March 2002 | Fair | Good | Fair | Satisfactory | 679 | 85.3 |
March 2000 | Fair | Good | Fair | Satisfactory | 679 | 85.3 |
December 1997 | Fair | Good | Fair | Satisfactory | 679 | 86.3 |
October 1995 | Fair | Fair | Fair | Fair | 679 | 85.3 |
October 1993 | Fair | Fair | Fair | Fair | 679 | 85.3 |
June 1991 | Fair | Fair | Fair | Fair | 679 | 85.3 |