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LRD ELM RD over DILL CREEK
Map
Coordinates:
+44.85953, -90.23852
44°51'34" N, 90°14'19" W
+44.85953, -90.23852
44°51'34" N, 90°14'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | LRD ELM RD over DILL CREEK |
| Structure number: | P37028900000000 |
| Location: | 3.9M S JCT CTH N |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 69.9 ft. [21.3 m] |
| Total length: | 73.5 ft. [22.4 m] |
| Roadway width between curbs: | 21.7 ft. [6.6 m] |
| Deck width edge-to-edge: | 22.6 ft. [6.9 m] |
| Skew angle: | 20° |
| Owner: | Town or Township Highway Agency [03] |
| Year built: | 1937 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 50 [as of 2015] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| 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 is scour critical; bridge foundations determined to be unstable. [3] |
| Sufficiency rating: | 54.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $310,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2018 | Poor | Satisfactory | Satisfactory | Poor | 50 | 54.5 |
| August 2017 | Poor | Satisfactory | Satisfactory | Poor | 50 | 54.5 |
| August 2016 | Poor | Satisfactory | Satisfactory | Poor | 50 | 54.5 |
| October 2015 | Poor | Satisfactory | Satisfactory | Poor | 50 | 54.5 |
| October 2014 | Poor | Satisfactory | Satisfactory | Poor | 50 | 54.5 |
| October 2012 | Fair | Satisfactory | Satisfactory | Fair | 40 | 46.2 |
| October 2010 | Fair | Satisfactory | Satisfactory | Fair | 40 | 42.2 |
| November 2008 | Fair | Satisfactory | Satisfactory | Fair | 40 | 42.2 |
| November 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 40 | 52.2 |
| November 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 40 | 52.2 |
| November 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 40 | 52.2 |
| July 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 40 | 56.2 |
| November 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 40 | 52.2 |
| July 1996 | Fair | Good | Satisfactory | Satisfactory | 40 | 56.2 |
| October 1994 | Fair | Good | Satisfactory | Satisfactory | 40 | 55.3 |
| October 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 40 | 55.3 |
| October 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 40 | 55.3 |
© 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/1609211
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1609211