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MILL ST. over CREEK
Map
Coordinates:
+38.95515, -90.36044
38°57'19" N, 90°21'38" W
+38.95515, -90.36044
38°57'19" N, 90°21'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | MILL ST. over CREEK |
| Structure number: | 042600000000000 |
| Old structure number: | 000042600009906 (from 1992 edition) |
| Location: | ELSAH |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 25.9 ft. [7.9 m] |
| Total length: | 27.9 ft. [8.5 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1984 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Precast Panels [2] |
Latest Available Inspection: January 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,000 [as of 2017] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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 foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 78.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2018 | Fair | Good | Good | Satisfactory | 1000 | 78.9 |
| January 2016 | Fair | Good | Good | Satisfactory | 1000 | 78.9 |
| January 2014 | Fair | Very Good | Good | Satisfactory | 1000 | 78.9 |
| January 2012 | Fair | Very Good | Good | Satisfactory | 1000 | 80.9 |
| January 2010 | Fair | Very Good | Good | Satisfactory | 1000 | 80.9 |
| January 2008 | Fair | Very Good | Good | Satisfactory | 1000 | 80.9 |
| January 2006 | Fair | Very Good | Good | Satisfactory | 1100 | 80.9 |
| January 2004 | Fair | Very Good | Good | Satisfactory | 1100 | 80.9 |
| January 2002 | Fair | Very Good | Good | Satisfactory | 1300 | 80.9 |
| January 2000 | Fair | Very Good | Good | Satisfactory | 1300 | 80.9 |
| 2000 | Fair | Very Good | Good | Satisfactory | 1300 | 80.9 |
| January 1996 | Good | Very Good | Very Good | Good | 1250 | 81.0 |
| January 1994 | Good | Very Good | Very Good | Good | 1150 | 81.0 |
| January 1992 | Good | Excellent | Very Good | Good | 1150 | 81.0 |
© Copyright 2012-20, 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/1146585
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1146585