ELIZABETH PK DRIVE over ELIZABETH PK CANAL
Map
Coordinates:
+42.13631, -83.1790042°08'11" N, 83°10'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ELIZABETH PK DRIVE over ELIZABETH PK CANAL |
Structure number: | 000000000012303 |
Old structure number: | 82311U00021B010 (from 1992 edition) |
Location: | TRENTON S/WEST RD |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 59.7 ft. [18.2 m] |
Total length: | 59.7 ft. [18.2 m] |
Roadway width between curbs: | 39.0 ft. [11.9 m] |
Deck width edge-to-edge: | 59.1 ft. [18.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1923 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Design load: | M 18 / H 20 [4] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,140 [as of 1993] |
Truck traffic: | 1% 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: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 63.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Fair | Fair | Good | 5140 | 63.2 |
June 2017 | Fair | Fair | Fair | Good | 5140 | 65.2 |
June 2015 | Good | Good | Good | Good | 5140 | 77.4 |
May 2013 | Good | Good | Good | Good | 5140 | 77.4 |
May 2011 | Good | Good | Good | Good | 5140 | 77.4 |
April 2009 | Good | Good | Good | Good | 5140 | 77.4 |
April 2007 | Good | Good | Good | Good | 5140 | 77.4 |
April 2005 | Good | Good | Good | Good | 5140 | 77.4 |
April 2003 | Good | Good | - | Good | 5140 | 77.4 |
May 2001 | Good | Good | - | Good | 5140 | 77.4 |
August 1999 | Good | Good | Good | Good | 5140 | 77.4 |
June 1998 | Good | Good | - | Good | 5140 | 77.4 |
September 1996 | Good | Good | Good | Good | 5140 | 77.4 |
May 1995 | Good | Good | Good | Good | 5140 | 77.5 |
May 1994 | Good | Good | Good | Good | 5140 | 77.5 |
April 1992 | Good | Good | Good | Good | 5140 | 77.5 |