CENTRAL PARK DRIVE over GARFIELD PK LAGOON
Map
Coordinates:
+41.88382, -87.7160141°53'02" N, 87°42'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CENTRAL PARK DRIVE over GARFIELD PK LAGOON |
Structure number: | 016619800000000 |
Old structure number: | 000016619827261 (from 1992 edition) |
Location: | 200 N & 3600 W |
Purpose: | Carries highway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 34.1 ft. [10.4 m] |
Total length: | 38.4 ft. [11.7 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 58.1 ft. [17.7 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1936 |
Year reconstructed: | 1990 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,000 [as of 2014] |
Truck traffic: | 12% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 88.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $1,077,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Good | Satisfactory | Fair | 6000 | 88.0 |
July 2015 | Fair | Good | Satisfactory | Fair | 6000 | 70.0 |
August 2013 | Fair | Good | Satisfactory | Fair | 6000 | 70.0 |
September 2011 | Fair | Very Good | Good | Fair | 7900 | 70.0 |
September 2009 | Poor | Very Good | Good | Poor | 9300 | 54.0 |
October 2007 | Fair | Very Good | Good | Fair | 9300 | 70.0 |
October 2005 | Fair | Very Good | Good | Fair | 9300 | 70.0 |
October 2003 | Fair | Very Good | Good | Fair | 7500 | 70.0 |
October 2001 | Fair | Very Good | Good | Fair | 7500 | 70.0 |
October 1999 | Fair | Very Good | Good | Satisfactory | 7500 | 81.0 |
October 1997 | Fair | Very Good | Good | Satisfactory | 7500 | 81.0 |
May 1996 | Fair | Very Good | Good | Satisfactory | - | 96.0 |
August 1994 | Fair | Very Good | Very Good | Satisfactory | - | 96.0 |
September 1992 | Fair | Very Good | Very Good | Satisfactory | - | 96.0 |
February 1991 | Good | Excellent | Very Good | Good | - | 96.0 |