FAS 6313 over BOXELDER CK
Map
Coordinates:
+45.94521, -103.9819645°56'43" N, 103°58'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FAS 6313 over BOXELDER CK |
Structure number: | 000000032036001 |
Location: | 11 W 7.9 N LADNER |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 120.1 ft. [36.6 m] |
Total length: | 299.9 ft. [91.4 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 32.5 ft. [9.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 2013 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 25 [as of 2016] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 92.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Good | Very Good | Good | 25 | 92.4 |
June 2016 | Good | Good | Very Good | Good | 25 | 92.4 |
June 2014 | Good | Good | Very Good | Good | 25 | 92.4 |
June 2012 | Fair | Fair | Satisfactory | Fair | 25 | 44.9 |
June 2010 | Fair | Fair | Satisfactory | Fair | 25 | 44.9 |
October 2008 | Fair | Fair | Satisfactory | Fair | 25 | 44.9 |
October 2006 | Fair | Fair | Satisfactory | Satisfactory | 25 | 55.0 |
July 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 25 | 56.0 |
May 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 25 | 56.0 |
May 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 25 | 56.0 |
June 1998 | Fair | Satisfactory | Good | Satisfactory | 25 | 66.8 |
August 1996 | Poor | Poor | Satisfactory | Satisfactory | 25 | 49.4 |
October 1994 | Poor | Poor | Satisfactory | Satisfactory | 25 | 55.0 |
October 1992 | Poor | Poor | Satisfactory | Satisfactory | 25 | 49.2 |
September 1990 | Poor | Poor | Satisfactory | Satisfactory | 25 | 49.2 |