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LRD HONEY CREEK DR over HONEY CREEK
Map
Coordinates:
+43.03431, -88.01389
43°02'04" N, 88°00'50" W
+43.03431, -88.01389
43°02'04" N, 88°00'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | LRD HONEY CREEK DR over HONEY CREEK |
| Structure number: | P40057000000000 |
| Location: | 0.1M S JCT USH 18 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 29.9 ft. [9.1 m] |
| Total length: | 29.9 ft. [9.1 m] |
| Roadway width between curbs: | 36.1 ft. [11.0 m] |
| Deck width edge-to-edge: | 59.4 ft. [18.1 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1933 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,380 [as of 2015] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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 the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 85.6 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2018 | Fair | Fair | Fair | Fair | 7380 | 85.6 |
| September 2016 | Fair | Fair | Fair | Fair | 7380 | 78.0 |
| September 2014 | Fair | Fair | Fair | Fair | 7200 | 78.1 |
| September 2012 | Fair | Fair | Fair | Fair | 7200 | 75.1 |
| September 2010 | Fair | Fair | Fair | Fair | 1500 | 77.4 |
| August 2008 | Fair | Fair | Satisfactory | Fair | 1500 | 77.4 |
| August 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 1500 | 89.4 |
| August 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 1500 | 89.4 |
| August 2002 | Fair | - | Satisfactory | - | 1500 | 89.4 |
| November 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 1500 | 89.3 |
| November 1998 | Fair | Very Good | Satisfactory | Good | 1500 | 89.3 |
| December 1996 | Fair | Good | Satisfactory | Good | 1500 | 89.3 |
| October 1994 | Fair | Very Good | Satisfactory | Good | 1500 | 89.4 |
| December 1992 | Fair | Good | Satisfactory | Very Good | 1500 | 89.4 |
| October 1990 | Fair | Good | Satisfactory | Very Good | 1500 | 89.4 |
© 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/1609381
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1609381