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TR-380 over CROOKED CREEK
Map
Coordinates:
+38.13697, -88.05061
38°08'13" N, 88°03'02" W
+38.13697, -88.05061
38°08'13" N, 88°03'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | TR-380 over CROOKED CREEK |
| Structure number: | 097313900000000 |
| Old structure number: | 000097313921430 (from 1992 edition) |
| Location: | 1.5 MI SW PHILLIPSTN |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 26.9 ft. [8.2 m] |
| Total length: | 27.9 ft. [8.5 m] |
| Roadway width between curbs: | 16.1 ft. [4.9 m] |
| Deck width edge-to-edge: | 17.1 ft. [5.2 m] |
| Owner: | Town or Township Highway Agency [03] |
| Year built: | 1923 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete [1] |
| Main span design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: February 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 50 [as of 2014] |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| 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 assessed or calculated scour condition. [5] |
| Sufficiency rating: | 41.1 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $76,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| February 2018 | Poor | Poor | Poor | Satisfactory | 50 | 41.1 |
| February 2016 | Poor | Poor | Poor | Satisfactory | 50 | 41.1 |
| February 2014 | Poor | Poor | Poor | Satisfactory | 50 | 41.1 |
| February 2012 | Poor | Poor | Poor | Satisfactory | 50 | 45.9 |
| March 2010 | Poor | Fair | Poor | Satisfactory | 50 | 47.9 |
| April 2008 | Poor | Fair | Poor | Satisfactory | 75 | 47.9 |
| February 2006 | Poor | Fair | Poor | Satisfactory | 75 | 47.9 |
| February 2004 | Poor | Fair | Poor | Satisfactory | 59 | 47.9 |
| January 2002 | Poor | Fair | Poor | Satisfactory | 29 | 47.9 |
| January 2000 | Poor | Fair | Poor | Satisfactory | 29 | 47.9 |
| 2000 | Poor | Fair | Poor | Satisfactory | 29 | 52.0 |
| January 1998 | Fair | Fair | Fair | Good | 29 | 68.0 |
| January 1996 | Fair | Fair | Fair | Good | 25 | 68.7 |
| January 1994 | Fair | Fair | Fair | Good | 25 | 68.7 |
| January 1992 | Fair | Fair | Fair | Good | 25 | 68.7 |
© 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/1160581
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1160581