Share: 
IL 100 over COX CREEK
Map
Coordinates:
+40.13932, -90.34733
40°08'22" N, 90°20'50" W
+40.13932, -90.34733
40°08'22" N, 90°20'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | IL 100 over COX CREEK |
| Structure number: | 085003800000000 |
| Old structure number: | 000085003831969 (from 1992 edition) |
| Location: | 1.5M N BROWNING CTR |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 72.8 ft. [22.2 m] |
| Total length: | 75.5 ft. [23.0 m] |
| Roadway width between curbs: | 33.5 ft. [10.2 m] |
| Deck width edge-to-edge: | 36.7 ft. [11.2 m] |
| Skew angle: | 20° |
| Owner: | State Highway Agency [01] |
| Year built: | 1999 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: May 2014
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 750 [as of 2013] |
| Truck traffic: | 27% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Equal to present desirable criteria [8] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| 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] |
| Operating rating: | 76.2 tons [69.3 metric tons] |
| Inventory rating: | 44.9 tons [40.8 metric tons] |
| Sufficiency rating: | 99.3 |
Previous Inspections
| Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
|---|---|---|---|---|---|---|---|
| May 2014 | 99.3 | Good | Very Good | Very Good | Very Good | - | 750 |
| May 2010 | 99.2 | Good | Very Good | Very Good | Very Good | - | 850 |
| May 2006 | 99.2 | Good | Very Good | Very Good | Very Good | - | 850 |
| May 2002 | 97.9 | Good | Good | Excellent | Excellent | - | 1400 |
| May 2000 | 97.8 | Good | Excellent | Excellent | Excellent | - | 1550 |
| 2000 | 97.8 | - | - | - | - | - | 1550 |
© Copyright 2012-18, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1157614
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1157614