IL 96 / 24TH ST over CEDAR CREEK
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+39.95846, -91.3774839°57'30" N, 91°22'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IL 96 / 24TH ST over CEDAR CREEK |
Structure number: | 001003200000000 |
Old structure number: | 000001003200682 (from 1992 edition) |
Location: | .6M N LOCUST- QUINCY |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 41.0 ft. [12.5 m] |
Total length: | 44.0 ft. [13.4 m] |
Roadway width between curbs: | 39.4 ft. [12.0 m] |
Deck width edge-to-edge: | 56.1 ft. [17.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1936 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Concrete [1] |
Main span design: | Frame [07] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Other [9] |
Latest Available Inspection: April 2016
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 5,900 [as of 2015] |
Truck traffic: | 11% of total traffic |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 43.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2016 | Fair | - | Satisfactory | Satisfactory | 5900 | 43.8 |
April 2015 | Fair | - | Satisfactory | Satisfactory | 5900 | 46.3 |
April 2014 | Fair | - | Satisfactory | Satisfactory | 6450 | 46.0 |
April 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 7250 | 34.5 |
April 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 6900 | 81.0 |
April 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 6900 | 81.0 |
April 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 6900 | 81.0 |
April 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 8500 | 80.5 |
April 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 7900 | 82.5 |
April 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 11300 | 98.0 |
April 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 11300 | 98.0 |
April 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 9600 | 98.0 |
May 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 8700 | 96.0 |
May 1992 | Fair | Satisfactory | Satisfactory | Good | 9600 | 96.0 |
June 1991 | Fair | Satisfactory | Satisfactory | Good | 9600 | 79.9 |