MILL CREEK ROAD over MILL CREEK
Map
Coordinates:
+46.62431, -123.5677246°37'28" N, 123°34'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | MILL CREEK ROAD over MILL CREEK |
Structure number: | 086077000000000 |
Location: | 10.2 SE JCT 6 & 101 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 86.9 ft. [26.5 m] |
Total length: | 89.9 ft. [27.4 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Skew angle: | 10° |
Owner: | County Highway Agency [02] |
Year built: | 1994 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 413 [as of 2013] |
Truck traffic: | 30% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 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 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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 89.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Very Good | Very Good | Very Good | 413 | 89.2 |
June 2015 | Good | Very Good | Very Good | Very Good | 413 | 88.3 |
June 2013 | Good | Very Good | Very Good | Very Good | 413 | 89.1 |
November 2010 | Good | Very Good | Very Good | Very Good | 413 | 89.1 |
November 2007 | Good | Very Good | Very Good | Very Good | 413 | 89.1 |
November 2005 | Good | Very Good | Very Good | Very Good | 413 | 89.1 |
December 2003 | Good | Very Good | Very Good | Very Good | 413 | 89.1 |
April 2002 | Good | Very Good | Very Good | Very Good | 146 | 86.2 |
January 1999 | Good | Very Good | Very Good | Very Good | 146 | 99.7 |
January 1998 | Good | Very Good | Very Good | Very Good | 146 | 99.7 |
April 1997 | Good | Very Good | Very Good | Very Good | 146 | 99.7 |
March 1996 | Good | Very Good | Very Good | Very Good | 146 | 99.7 |
April 1994 | Good | Very Good | Very Good | Very Good | 146 | 99.7 |