US-23 SB over M-59
Map
Coordinates:
+42.63326, -83.7490942°37'60" N, 83°44'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-23 SB over M-59 |
Structure number: | 000000000005749 |
Old structure number: | 47147014000S032 (from 1992 edition) |
Location: | @ M-59 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 176.8 ft. [53.9 m] |
Total length: | 181.4 ft. [55.3 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 47.2 ft. [14.4 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 6° |
Owner: | State Highway Agency [01] |
Year built: | 2003 |
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: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
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: | 25,275 [as of 2007] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 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: | Superior to present desirable criteria [9] |
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: | 93.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Good | Good | Satisfactory | 25275 | 93.0 |
August 2016 | Good | Very Good | Good | Good | 25275 | 93.0 |
August 2014 | Good | Good | Good | Good | 25275 | 93.0 |
May 2013 | Good | Good | Good | Good | 25275 | 93.0 |
May 2011 | Good | Good | Good | Good | 25275 | 93.0 |
May 2009 | Good | Good | Good | Very Good | 25275 | 93.0 |
May 2007 | Good | Very Good | Very Good | Very Good | 22433 | 92.0 |
May 2005 | Good | Very Good | Very Good | Very Good | 22433 | 92.0 |
February 2005 | Good | Very Good | Very Good | Very Good | 22745 | 92.0 |
June 2003 | Fair | Satisfactory | Fair | Fair | 22745 | 80.0 |
June 2002 | Fair | Satisfactory | Fair | Fair | 22745 | 80.0 |
June 2001 | Fair | Satisfactory | Fair | Fair | 22745 | 80.0 |
July 2000 | Fair | Satisfactory | Fair | Fair | 22745 | 80.0 |
September 1999 | Fair | Satisfactory | Fair | Fair | 18000 | 85.0 |
July 1998 | Poor | Satisfactory | Poor | Satisfactory | 18000 | 65.0 |
September 1997 | Poor | Good | Poor | Satisfactory | 18000 | 65.0 |
October 1995 | Poor | Satisfactory | Poor | Good | 38000 | 65.0 |
August 1993 | Poor | Satisfactory | Poor | Good | 16400 | 65.0 |
March 1991 | Poor | Satisfactory | Poor | Good | 16400 | 65.0 |
April 1989 | Poor | Satisfactory | Poor | Good | 16400 | 65.0 |
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 |
Steel Girder/Beam | linear ft. | 1,090 | 1,030 | 60 | 0 | 0 |
Steel Protective Coating | sq. ft. | 21,800 | 21,653 | 60 | 72 | 15 |
Deck |
Reinforced Concrete Deck | sq. ft. | 8,600 | 0 | 8,600 | 0 | 0 |
Substructure |
Other Material Abutment | linear ft. | 96 | 58 | 33 | 5 | 0 |
Joints |
Strip Seal Joint | linear ft. | 94 | 0 | 86 | 8 | 0 |
Pourable Joint | linear ft. | 94 | 0 | 56 | 38 | 0 |
Bearings |
Elastomeric Bearing | each | 12 | 12 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 363 | 296 | 66 | 1 | 0 |
Concrete Protective Coating | sq. ft. | 2,740 | 0 | 0 | 0 | 2,740 |