US-31 SB over MATTHEW ROAD
Map
Coordinates:
+41.88587, -86.3175241°53'09" N, 86°19'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-31 SB over MATTHEW ROAD |
Structure number: | 000000000012751 |
Old structure number: | 11111057000S040 (from 1992 edition) |
Location: | 5.6 MI N OF US-12 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 89.9 ft. [27.4 m] |
Total length: | 93.8 ft. [28.6 m] |
Roadway width between curbs: | 44.3 ft. [13.5 m] |
Deck width edge-to-edge: | 47.2 ft. [14.4 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 3° |
Owner: | State Highway Agency [01] |
Year built: | 1998 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 7,859 [as of 2007] |
Truck traffic: | 12% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 98.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Good | Satisfactory | Good | 7859 | 98.5 |
May 2016 | Good | Good | Good | Good | 7859 | 98.5 |
May 2014 | Good | Good | Good | Good | 7859 | 98.5 |
May 2012 | Good | Good | Good | Good | 7859 | 98.5 |
May 2010 | Fair | Satisfactory | Excellent | Good | 7859 | 98.5 |
May 2008 | Fair | Satisfactory | Excellent | Good | 7859 | 98.5 |
May 2006 | Fair | Satisfactory | Excellent | Good | 6611 | 98.8 |
May 2004 | Fair | Satisfactory | Excellent | Very Good | 13600 | 100.0 |
May 2002 | Good | - | Very Good | Excellent | 13600 | 100.0 |
July 2000 | Good | Very Good | Very Good | Excellent | 13600 | 100.0 |
August 1998 | Good | Very Good | Very Good | Very Good | 13600 | 100.0 |
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. | 1,407 | 1,387 | 20 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 611 | 611 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 4,428 | 4,428 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 4,147 | 0 | 4,147 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 168 | 163 | 5 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 1,124 | 1,110 | 10 | 2 | 2 |
Joints |
Pourable Joint | linear ft. | 89 | 0 | 62 | 27 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 188 | 153 | 35 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 1,410 | 1,222 | 188 | 0 | 0 |