NICKERSON AVE over I-94
Map
Coordinates:
+42.07141, -86.4300542°04'17" N, 86°25'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NICKERSON AVE over I-94 |
Structure number: | 000000000000834 |
Old structure number: | 11111016000S020 (from 1992 edition) |
Location: | 1.6 MI S OF BENTON HARBOR |
Purpose: | Carries highway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 82.0 ft. [25.0 m] |
Total length: | 264.4 ft. [80.6 m] |
Roadway width between curbs: | 30.2 ft. [9.2 m] |
Deck width edge-to-edge: | 33.5 ft. [10.2 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 31° |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 4 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,381 [as of 1984] |
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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 78.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 5381 | 78.4 |
June 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 5381 | 78.4 |
June 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 5381 | 78.9 |
June 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 5381 | 78.9 |
June 2010 | Fair | Satisfactory | Good | Satisfactory | 5381 | 78.9 |
June 2008 | Fair | Satisfactory | Good | Satisfactory | 5381 | 78.9 |
June 2006 | Fair | Satisfactory | Good | Good | 5381 | 78.9 |
June 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 5381 | 78.9 |
June 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 5381 | 78.9 |
July 2000 | Fair | Satisfactory | Satisfactory | Good | 5381 | 78.9 |
July 1998 | Fair | Satisfactory | Satisfactory | Good | 5381 | 75.9 |
June 1996 | Fair | Satisfactory | Satisfactory | Good | 5381 | 75.9 |
July 1994 | Poor | Poor | Satisfactory | Good | 3730 | 71.2 |
December 1993 | Poor | Poor | Satisfactory | Good | 3730 | 71.2 |
May 1992 | Poor | Poor | Satisfactory | Good | 3730 | 71.4 |
July 1991 | Fair | Satisfactory | Satisfactory | Good | 3730 | 74.5 |