IRR BIA RTE 7 over NO MOUTH CREEK
Map
Coordinates:
+45.29903, -100.3871145°17'57" N, 100°23'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IRR BIA RTE 7 over NO MOUTH CREEK |
Structure number: | 00000000000A007 |
Location: | 25.7 KM NO. OF US HWY 212 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 100.7 ft. [30.7 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.3 ft. [7.7 m] |
Owner: | Bureau of Indian Affairs [62] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 4 |
Main spans material: | Concrete [1] |
Main spans design: | Channel beam [22] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 70 [as of 2017] |
Truck traffic: | 5% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 54.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,810,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Poor | Poor | Poor | Satisfactory | 70 | 54.5 |
August 2015 | Poor | Poor | Poor | Satisfactory | 70 | 63.2 |
July 2013 | Poor | Poor | Poor | Satisfactory | 70 | 63.2 |
September 2011 | Poor | Poor | Poor | Satisfactory | 70 | 63.0 |
April 2010 | Poor | Poor | Poor | Satisfactory | 70 | 63.0 |
December 2007 | Poor | Poor | Poor | Satisfactory | 70 | 63.0 |
October 2005 | Fair | Fair | Fair | Satisfactory | 70 | 81.4 |
August 2003 | Fair | Fair | Fair | Satisfactory | 70 | 81.4 |
July 2001 | Fair | Fair | Fair | Satisfactory | 70 | 82.4 |
June 1998 | Fair | Fair | Fair | Satisfactory | 340 | 72.8 |
July 1995 | Fair | Fair | Fair | Satisfactory | 340 | 69.5 |
November 1993 | Fair | Fair | Fair | Satisfactory | 325 | 69.6 |