BASELINE ROAD over BIG CREEK
Map
Coordinates:
+42.42186, -84.8527642°25'19" N, 84°51'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | BASELINE ROAD over BIG CREEK |
Structure number: | 000000000001367 |
Old structure number: | 13313H00018B010 (from 1992 edition) |
Location: | 10 MI N OF MARENGO |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 22.0 ft. [6.7 m] |
Total length: | 22.0 ft. [6.7 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1984 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 153 [as of 1994] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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 is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Fair | Satisfactory | Good | Satisfactory | 153 | 100.0 |
September 2016 | Fair | Good | Good | Satisfactory | 153 | 100.0 |
September 2014 | Fair | Very Good | Very Good | Satisfactory | 153 | 100.0 |
September 2012 | Good | Very Good | Very Good | Good | 153 | 100.0 |
October 2010 | Good | Very Good | Very Good | Good | 153 | 100.0 |
September 2008 | Good | Very Good | Very Good | Good | 153 | 100.0 |
September 2006 | Good | Very Good | Very Good | Good | 153 | 100.0 |
August 2004 | Good | Very Good | Very Good | Good | 153 | 100.0 |
September 2002 | Good | Excellent | Excellent | Good | 153 | 97.0 |
November 2000 | Good | Excellent | Excellent | Good | 153 | 97.0 |
February 1999 | Good | Very Good | Very Good | Very Good | 153 | 97.0 |
March 1997 | Good | Very Good | Very Good | Very Good | 153 | 100.0 |
December 1994 | Good | Excellent | Excellent | Excellent | 153 | 88.4 |
November 1992 | Good | Excellent | Excellent | Excellent | 150 | 88.4 |
November 1990 | Good | Excellent | Excellent | Excellent | 150 | 88.4 |