I-69 BR over BATTLE CREEK RIVER
Map
Coordinates:
+42.54465, -84.8358142°32'41" N, 84°50'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-69 BR over BATTLE CREEK RIVER |
Structure number: | 000000000002222 |
Old structure number: | 23123031000B030 (from 1992 edition) |
Location: | IN CHARLOTTE |
Purpose: | Carries highway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 44.9 ft. [13.7 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 34.8 ft. [10.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1921 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 7,067 [as of 2007] |
Truck traffic: | 4% of total traffic |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 51.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Poor | - | Poor | Fair | 7067 | 51.8 |
April 2017 | Poor | - | Poor | Fair | 7067 | 51.8 |
April 2015 | Fair | - | Fair | Fair | 7067 | 68.5 |
April 2013 | Fair | - | Fair | - | 7067 | 68.5 |
April 2011 | Fair | - | Fair | Fair | 7067 | 41.5 |
April 2009 | Fair | - | Satisfactory | Fair | 7067 | 41.5 |
April 2007 | Fair | Fair | Satisfactory | Satisfactory | 9451 | 50.5 |
April 2005 | Fair | Fair | Satisfactory | Satisfactory | 5000 | 53.9 |
April 2003 | Fair | Fair | Fair | Satisfactory | 5000 | 43.4 |
May 2001 | Fair | Fair | Fair | Satisfactory | 5000 | 43.4 |
September 1999 | Fair | Fair | Satisfactory | Satisfactory | 5000 | 51.9 |
July 1997 | Fair | Fair | Good | Satisfactory | 5000 | 51.9 |
July 1995 | Fair | Satisfactory | Good | Satisfactory | 5800 | 52.1 |
October 1993 | Fair | Satisfactory | Good | Satisfactory | 5800 | 52.1 |
June 1991 | Fair | Satisfactory | Good | Satisfactory | 5800 | 65.1 |
December 1989 | Fair | Satisfactory | Good | Satisfactory | 5800 | 65.1 |
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 |
Reinforced Concrete Arch | linear ft. | 45 | 0 | 0 | 45 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 72 | 40 | 20 | 12 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 90 | 56 | 34 | 0 | 0 |