ALTOONA-PILLAR RK over CROOKED CREEK
Map
Coordinates:
+46.29611, -123.6772246°17'46" N, 123°40'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ALTOONA-PILLAR RK over CROOKED CREEK |
Structure number: | 0012710A0000000 |
Location: | 3.1 N ALTOONA |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 240.2 ft. [73.2 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1984 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 6 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 450 [as of 2014] |
Truck traffic: | 10% 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 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: | 83.9 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $2,688,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Good | Good | Good | 450 | 83.9 |
November 2016 | Good | Good | Good | Good | 450 | 83.9 |
November 2014 | Good | Good | Good | Good | 450 | 84.0 |
November 2012 | Good | Good | Good | Good | 150 | 91.6 |
November 2010 | Good | Good | Good | Good | 150 | 91.6 |
December 2008 | Good | Good | Good | Good | 150 | 91.6 |
October 2006 | Good | Good | Good | Good | 150 | 91.6 |
October 2004 | Good | Good | Good | Good | 150 | 91.6 |
September 2002 | Good | Good | Good | Good | 150 | 85.9 |
October 2000 | Good | Very Good | Very Good | Good | 150 | 84.9 |
September 1998 | Good | Very Good | Very Good | Very Good | 150 | 86.9 |
September 1996 | Good | Very Good | Very Good | Very Good | 150 | 92.9 |
September 1994 | Good | Very Good | Very Good | Very Good | 150 | 92.9 |
March 1993 | Good | Very Good | Very Good | Very Good | 150 | 92.9 |
July 1991 | Good | Very Good | Very Good | Very Good | 150 | 92.9 |