Northwestern Ave over MITCHELL CK
Map
Coordinates:
+44.06813, -101.1468144°04'05" N, 101°08'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Northwestern Ave over MITCHELL CK |
Structure number: | 000000028429470 |
Location: | MIDLAND |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 90.9 ft. [27.7 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
Skew angle: | 30° |
Owner: | County Highway Agency [02] |
Year built: | 1965 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 45 [as of 2016] |
Truck traffic: | 2% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 97.0 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $2,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Good | Satisfactory | 45 | 97.0 |
August 2016 | Fair | Satisfactory | Good | Fair | 45 | 86.0 |
August 2014 | Fair | Satisfactory | Good | Fair | 45 | 86.0 |
August 2012 | Fair | Satisfactory | Good | Fair | 45 | 78.8 |
August 2010 | Fair | Satisfactory | Good | Fair | 45 | 78.8 |
August 2008 | Fair | Satisfactory | Good | Fair | 45 | 78.8 |
June 2006 | Fair | Satisfactory | Good | Satisfactory | 45 | 89.8 |
July 2004 | Fair | Fair | Good | Satisfactory | 45 | 88.8 |
June 2002 | Fair | Fair | Good | Satisfactory | 45 | 88.8 |
July 2000 | Fair | Fair | Good | Satisfactory | 45 | 88.8 |
July 1998 | Fair | Satisfactory | Good | Satisfactory | 45 | 96.8 |
July 1996 | Fair | Satisfactory | Good | Good | 45 | 96.3 |
August 1994 | Good | Good | Good | Good | 45 | 89.5 |
July 1992 | Good | Good | Good | Very Good | 45 | 89.5 |
August 1990 | Good | Good | Very Good | Very Good | 45 | 88.5 |