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FAS 6313 over BOXELDER CK
Map
Coordinates:
+45.94521, -103.98196
45°56'43" N, 103°58'55" W
+45.94521, -103.98196
45°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 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1492207
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1492207