OLD US 10 over COULEE CREEK 023
Map
Coordinates:
+45.69782, -109.4063245°41'52" N, 109°24'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OLD US 10 over COULEE CREEK 023 |
Structure number: | L48244008+04001 |
Location: | 7M E REED POINT |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 66.9 ft. [20.4 m] |
Roadway width between curbs: | 21.0 ft. [6.4 m] |
Deck width edge-to-edge: | 23.0 ft. [7.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1931 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2004] |
Truck traffic: | 3% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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] |
Operating rating: | 40.7 tons [37.0 metric tons] |
Inventory rating: | 22.0 tons [20.0 metric tons] |
Sufficiency rating: | 75.6 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
February 2016 | 75.6 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 100 |
February 2014 | 75.6 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 100 |
February 2012 | 75.6 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 100 |
February 2010 | 74.6 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 100 |
February 2008 | 76.6 | Fair | Satisfactory | Satisfactory | Satisfactory | - | 100 |
February 2006 | 75.6 | Fair | Fair | Satisfactory | Satisfactory | - | 100 |
February 2004 | 75.6 | Fair | Fair | Satisfactory | Satisfactory | - | 100 |
March 2002 | 75.6 | Fair | Fair | Satisfactory | Satisfactory | - | 100 |
May 2000 | 75.6 | Fair | Fair | Satisfactory | Satisfactory | - | 100 |
May 1998 | 76.6 | Fair | Fair | Satisfactory | Satisfactory | - | 100 |
January 1996 | 71.8 | Fair | Fair | Satisfactory | Satisfactory | - | 100 |
December 1993 | 72.6 | Fair | Fair | Satisfactory | Satisfactory | - | 31 |
August 1992 | 78.4 | Fair | Fair | Satisfactory | Satisfactory | - | 31 |
February 1991 | 78.4 | Fair | Fair | Satisfactory | Satisfactory | - | 31 |