I-69 SB over ST JOSEPH RIVER
Map
Coordinates:
+42.08796, -84.9981942°05'17" N, 84°59'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-69 SB over ST JOSEPH RIVER |
Structure number: | 000000000001213 |
Old structure number: | 13113073000B010 (from 1992 edition) |
Location: | 1.2 MI N OF BRANCH COL |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 132.9 ft. [40.5 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 42.3 ft. [12.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
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: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans 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: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 11,162 [as of 2007] |
Truck traffic: | 33% 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 84.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Fair | Fair | Good | 11162 | 84.2 |
October 2015 | Fair | Satisfactory | Fair | Good | 11162 | 85.2 |
October 2013 | Fair | Satisfactory | Fair | Good | 11162 | 85.2 |
October 2011 | Fair | Satisfactory | Fair | Satisfactory | 11162 | 85.2 |
October 2009 | Fair | Satisfactory | Satisfactory | Good | 11162 | 96.4 |
October 2007 | Fair | Satisfactory | Satisfactory | Good | 10565 | 96.5 |
June 2005 | Fair | Satisfactory | Satisfactory | Good | 8500 | 96.8 |
June 2003 | Fair | Satisfactory | Satisfactory | Good | 8500 | 97.2 |
July 2001 | Fair | Satisfactory | Satisfactory | Good | 8500 | 97.2 |
July 1999 | Fair | Satisfactory | Satisfactory | Good | 8500 | 97.2 |
July 1997 | Fair | Satisfactory | Good | Good | 8500 | 97.2 |
June 1995 | Good | Good | Good | Good | 11100 | 97.2 |
April 1993 | Good | Good | Very Good | Good | 11100 | 97.2 |
March 1991 | Good | Very Good | Very Good | Good | 11100 | 97.2 |
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 Girder/Beam | linear ft. | 797 | 773 | 12 | 12 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,625 | 4,488 | 1,077 | 60 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 85 | 80 | 0 | 5 | 0 |
Reinforced Concrete Abutment | linear ft. | 140 | 138 | 2 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 84 | 44 | 40 | 0 | 0 |
Pourable Joint | linear ft. | 80 | 0 | 54 | 12 | 14 |
Bearings |
Elastomeric Bearing | each | 24 | 0 | 24 | 0 | 0 |
Fixed Bearing | each | 12 | 0 | 12 | 0 | 0 |
Steel Protective Coating | sq. ft. | 12 | 0 | 0 | 0 | 12 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 266 | 236 | 30 | 0 | 0 |
Steel Protective Coating | sq. ft. | 442 | 0 | 442 | 0 | 0 |