ELOCHOMAN VLY RD over ROCK CREEK
Map
Coordinates:
+46.27782, -123.2758746°16'40" N, 123°16'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ELOCHOMAN VLY RD over ROCK CREEK |
Structure number: | 087712000000000 |
Location: | 8.50 MILES NE OF SR4 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 53.2 ft. [16.2 m] |
Total length: | 61.0 ft. [18.6 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 38.4 ft. [11.7 m] |
Skew angle: | 2° |
Owner: | County Highway Agency [02] |
Year built: | 2008 |
Historic significance: | Historical significance is not determinable at this time [4] |
Main span material: | Prestressed concrete [5] |
Main span design: | Tee beam [04] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 184 [as of 2013] |
Truck traffic: | 12% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 90.6 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $537,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Good | Good | Good | Very Good | 184 | 90.6 |
March 2015 | Good | Good | Good | Very Good | 184 | 91.3 |
March 2013 | Good | Good | Good | Very Good | 100 | 92.1 |
May 2011 | Good | Good | Good | Very Good | 100 | 92.1 |