CHARLOTTE HIGHWAY over GRAND RIVER
Map
Coordinates:
+42.81570, -84.8946642°48'57" N, 84°53'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CHARLOTTE HIGHWAY over GRAND RIVER |
Structure number: | 000000000004046 |
Old structure number: | 34200072000B010 (from 1992 edition) |
Location: | 3 MI S VILL LIMITS PORT]D |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 118.1 ft. [36.0 m] |
Total length: | 413.4 ft. [126.0 m] |
Roadway width between curbs: | 39.0 ft. [11.9 m] |
Deck width edge-to-edge: | 42.3 ft. [12.9 m] |
Skew angle: | 10° |
Owner: | County Highway Agency [02] |
Year built: | 2001 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 4 |
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: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 510 [as of 2013] |
Truck traffic: | 10% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 condition. [5] |
Sufficiency rating: | 98.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Very Good | Good | Good | 510 | 98.5 |
October 2015 | Good | Very Good | Good | Good | 510 | 98.5 |
October 2013 | Good | Very Good | Good | Very Good | 510 | 99.5 |
October 2011 | Good | Very Good | Very Good | Very Good | 1290 | 99.7 |
October 2009 | Good | Very Good | Very Good | Very Good | 1290 | 99.7 |
October 2007 | Good | Very Good | Very Good | Very Good | 1290 | 99.6 |
October 2005 | Good | Very Good | Very Good | Very Good | 1477 | 99.7 |
September 2003 | Good | Very Good | Very Good | Very Good | 1477 | 99.6 |
November 2001 | Good | Very Good | Very Good | Very Good | 1344 | 99.6 |
October 1999 | Poor | Serious | Critical | Serious | 1344 | 2.0 |
January 1998 | Poor | Serious | Poor | Poor | 1344 | 8.4 |
December 1995 | Poor | Serious | Poor | Poor | 811 | 7.3 |
December 1993 | Poor | Poor | Poor | Poor | 811 | 6.6 |
December 1991 | Poor | Poor | Poor | Poor | 811 | 6.6 |