RED ARROW HIGHWAY over I-196
Map
Coordinates:
+42.14969, -86.3683242°08'59" N, 86°22'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RED ARROW HIGHWAY over I-196 |
Structure number: | 000000000000925 |
Old structure number: | 11111111000S020 (from 1992 edition) |
Location: | 1.0 MI N OF I-94 |
Purpose: | Carries highway over highway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 85.6 ft. [26.1 m] |
Total length: | 253.0 ft. [77.1 m] |
Roadway width between curbs: | 44.6 ft. [13.6 m] |
Deck width edge-to-edge: | 47.6 ft. [14.5 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 21° |
Owner: | State Highway Agency [01] |
Year built: | 1963 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,316 [as of 1984] |
Truck traffic: | 3% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Good [7 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] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 76.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Fair | Fair | Fair | Good | 3316 | 76.3 |
June 2016 | Fair | Satisfactory | Fair | Good | 3316 | 77.4 |
June 2014 | Fair | Satisfactory | Fair | Good | 3316 | 80.4 |
June 2012 | Fair | Satisfactory | Fair | Good | 3316 | 80.4 |
June 2010 | Fair | Satisfactory | Fair | Good | 3316 | 80.4 |
June 2008 | Fair | Satisfactory | Fair | Good | 3316 | 80.4 |
August 2007 | Fair | Satisfactory | Fair | Good | 3316 | 75.3 |
June 2006 | Fair | Satisfactory | Fair | Satisfactory | 3316 | 75.3 |
June 2004 | Good | Good | Good | Good | 3316 | 88.0 |
June 2002 | Good | Good | Good | Good | 3316 | 94.0 |
June 2000 | Good | Good | Very Good | Good | 3316 | 94.0 |
June 1998 | Good | Good | Very Good | Good | 3316 | 99.0 |
June 1996 | Good | Good | Very Good | Good | 3316 | 94.0 |
July 1994 | Good | Good | Very Good | Good | 5480 | 94.0 |
December 1993 | Good | Good | Very Good | Good | 5480 | 94.0 |
April 1992 | Good | Very Good | Very Good | Good | 5480 | 94.0 |
October 1991 | Poor | Poor | Poor | Good | 5480 | 62.0 |