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DEER RUN ROAD over SEVENMILE CREEK
Map
Coordinates:
+37.15678, -88.63972
37°09'24" N, 88°38'23" W
+37.15678, -88.63972
37°09'24" N, 88°38'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | DEER RUN ROAD over SEVENMILE CREEK |
| Structure number: | 064303900000000 |
| Old structure number: | 000064303915114 (from 1992 edition) |
| Location: | .25 MI S US45 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 38.1 ft. [11.6 m] |
| Total length: | 39.0 ft. [11.9 m] |
| Roadway width between curbs: | 14.8 ft. [4.5 m] |
| Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
| Owner: | Town or Township Highway Agency [03] |
| Year built: | 1966 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Wood or Timber [8] |
Latest Available Inspection: January 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 10 [as of 2015] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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: | 42.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $84,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2017 | Fair | Very Good | Good | Satisfactory | 10 | 42.0 |
| January 2015 | Fair | Very Good | Good | Satisfactory | 75 | 42.0 |
| February 2013 | Good | Very Good | Good | Very Good | 75 | 42.0 |
| February 2011 | Good | Excellent | Good | Excellent | 75 | 42.0 |
| February 2009 | Good | Excellent | Good | Excellent | 25 | 42.0 |
| January 2007 | Good | Excellent | Good | Excellent | 25 | 42.0 |
| January 2005 | Fair | Fair | Fair | Fair | 100 | 31.0 |
| June 2002 | Fair | Satisfactory | Fair | Satisfactory | 100 | 32.0 |
| May 2000 | Fair | Good | Fair | Satisfactory | 75 | 32.0 |
| February 1998 | Fair | Good | Fair | Satisfactory | 75 | 32.0 |
| March 1996 | Fair | Good | Fair | Fair | 75 | 32.0 |
| February 1994 | Fair | Good | Fair | Fair | 75 | 32.0 |
| October 1991 | Good | Very Good | Good | Good | 75 | 42.0 |
© 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/1153022
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1153022