PARKE LANE ROAD over THOROFARE CH(GROSSE ILE)
Map
Coordinates:
+42.16811, -83.1437542°10'05" N, 83°08'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PARKE LANE ROAD over THOROFARE CH(GROSSE ILE) |
Structure number: | 000000000012213 |
Old structure number: | 82200201000B010 (from 1992 edition) |
Location: | GROSSE ILETWP S/BRIDGE ST |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 52.5 ft. [16.0 m] |
Total length: | 96.1 ft. [29.3 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 51.5 ft. [15.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1930 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Poor |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 1,365 [as of 1993] |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 37.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Poor | Poor | Serious | Fair | 1365 | 37.5 |
May 2017 | Poor | Poor | Poor | Fair | 1365 | 66.8 |
May 2015 | Fair | Fair | Fair | Satisfactory | 1365 | 84.9 |
April 2013 | Fair | Fair | Fair | Satisfactory | 1365 | 84.9 |
June 2011 | Fair | Fair | Fair | Satisfactory | 1365 | 84.9 |
April 2009 | Fair | Fair | Fair | Satisfactory | 1365 | 84.9 |
April 2007 | Fair | Fair | Fair | Satisfactory | 1365 | 84.9 |
April 2005 | Fair | Fair | Fair | - | 1365 | 39.6 |
April 2003 | Fair | Fair | Fair | Satisfactory | 1365 | 84.9 |
May 2001 | Fair | Fair | Fair | Satisfactory | 1365 | 84.9 |
August 1999 | Fair | Fair | Fair | Satisfactory | 1365 | 84.9 |
February 1998 | Fair | Fair | Fair | Satisfactory | 1365 | 84.9 |
June 1996 | Fair | Fair | Fair | Satisfactory | 1365 | 84.9 |
January 1995 | Fair | Good | Fair | Satisfactory | 1365 | 85.9 |
April 1994 | Fair | Good | Fair | Satisfactory | 1365 | 85.9 |
February 1992 | Fair | Good | Fair | Satisfactory | 970 | 85.9 |
July 1990 | Fair | Fair | Fair | Satisfactory | 1228 | 84.9 |