I-94 EB over M-140
Map
Coordinates:
+42.17810, -86.2618242°10'41" N, 86°15'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-94 EB over M-140 |
Structure number: | 000000000000852 |
Old structure number: | 11111017000S073 (from 1992 edition) |
Location: | 6.6 MI E OF I-196 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 64.0 ft. [19.5 m] |
Total length: | 157.2 ft. [47.9 m] |
Roadway width between curbs: | 57.7 ft. [17.6 m] |
Deck width edge-to-edge: | 61.4 ft. [18.7 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 4° |
Owner: | State Highway Agency [01] |
Year built: | 1960 |
Year reconstructed: | 1998 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 3 |
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: | 15,032 [as of 2007] |
Truck traffic: | 27% 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: | Better than present minimum criteria [7] |
Underclearances appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 97.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 15032 | 97.3 |
June 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 15032 | 97.3 |
June 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 15032 | 97.3 |
June 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 15032 | 97.3 |
June 2010 | Fair | Satisfactory | Good | Good | 15032 | 97.3 |
June 2008 | Fair | Satisfactory | Good | Good | 15032 | 97.3 |
June 2006 | Fair | Satisfactory | Good | Good | 16066 | 97.3 |
June 2004 | Fair | Satisfactory | Good | Good | 12500 | 98.0 |
June 2002 | Fair | Satisfactory | Very Good | Good | 12500 | 98.0 |
August 2000 | Fair | Satisfactory | Very Good | Good | 12500 | 98.0 |
July 1998 | Good | Good | Very Good | Very Good | 12500 | 98.0 |
June 1996 | Fair | Satisfactory | Very Good | Very Good | 12500 | 98.0 |
July 1994 | Fair | Satisfactory | Very Good | Very Good | 11200 | 98.0 |
May 1992 | Fair | Satisfactory | Very Good | Very Good | 11200 | 98.0 |
April 1990 | Good | Good | Very Good | Very Good | 11200 | 98.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 786 | 711 | 74 | 1 | 0 |
Reinforced Concrete Girder/Beam | linear ft. | 1,257 | 1,218 | 32 | 7 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,612 | 2,612 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,377 | 2,250 | 127 | 0 | 0 |
Reinforced Concrete Top Flange | sq. ft. | 7,066 | 6,771 | 273 | 22 | 0 |
Wearing Surfaces | sq. ft. | 6,620 | 6,247 | 326 | 47 | 0 |
Substructure |
Reinforced Concrete Column | each | 12 | 8 | 3 | 1 | 0 |
Reinforced Concrete Abutment | linear ft. | 147 | 139 | 7 | 1 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 127 | 127 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 116 | 63 | 3 | 7 | 43 |
Compression Joint | linear ft. | 116 | 0 | 19 | 75 | 22 |
Bearings |
Elastomeric Bearing | each | 30 | 30 | 0 | 0 | 0 |
Movable Bearing | each | 24 | 0 | 8 | 16 | 0 |
Steel Protective Coating | sq. ft. | 48 | 0 | 0 | 0 | 48 |
Fixed Bearing | each | 8 | 0 | 8 | 0 | 0 |
Steel Protective Coating | sq. ft. | 32 | 0 | 0 | 0 | 32 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 314 | 136 | 63 | 115 | 0 |