GREEN AVE over WHITE RIVER
Map
Coordinates:
+43.58313, -85.9799643°34'59" N, 85°58'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | GREEN AVE over WHITE RIVER |
Structure number: | 000000000007744 |
Old structure number: | 62200046000B070 (from 1992 edition) |
Location: | 4.2 MI NE OF HESPERIA |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 79.7 ft. [24.3 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 29.2 ft. [8.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1957 |
Year reconstructed: | 2010 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,000 [as of 2010] |
Truck traffic: | 3% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 79.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Good | Very Good | Very Good | Good | 1000 | 79.4 |
June 2016 | Good | Very Good | Very Good | Good | 1000 | 79.4 |
June 2014 | Good | Very Good | Excellent | Good | 1000 | 79.4 |
June 2012 | Good | Excellent | Excellent | Good | 1000 | 73.4 |
May 2010 | Poor | Fair | Poor | Satisfactory | 1000 | 47.8 |
April 2009 | Poor | Fair | Poor | Satisfactory | 800 | 48.1 |
May 2008 | Poor | Fair | Poor | Satisfactory | 800 | 48.1 |
May 2006 | Poor | Fair | Poor | Satisfactory | 800 | 48.1 |
May 2004 | Poor | Satisfactory | Poor | Good | 800 | 49.1 |
May 2002 | Poor | Satisfactory | Poor | Good | 800 | 49.1 |
April 2000 | Fair | Good | - | Satisfactory | 800 | 73.5 |
November 1998 | Fair | Good | - | Satisfactory | 586 | 79.7 |
September 1996 | Fair | Good | - | Satisfactory | 586 | 74.7 |
October 1994 | Good | Good | Good | Good | 586 | 70.4 |
July 1992 | Good | Good | Good | Good | 586 | 70.4 |
February 1990 | Good | Good | Good | Good | 586 | 70.4 |