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NEW LOTHROP RD over HOLLY DRAIN
Map
Coordinates:
+42.92116, -83.96841
42°55'16" N, 83°58'06" W
+42.92116, -83.96841
42°55'16" N, 83°58'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NEW LOTHROP RD over HOLLY DRAIN |
| Structure number: | 000000000009879 |
| Old structure number: | 76315H00037B020 (from 1992 edition) |
| Location: | 1 MI E 0.7 MI N OF DURAND |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 50.9 ft. [15.5 m] |
| Total length: | 54.8 ft. [16.7 m] |
| Roadway width between curbs: | 25.9 ft. [7.9 m] |
| Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
| Skew angle: | 14° |
| Owner: | County Highway Agency [02] |
| Year built: | 1971 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| 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] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Posted for load [P] |
| Average daily traffic: | 1,850 [as of 1992] |
| Truck traffic: | 15% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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 assessed or calculated scour condition. [5] |
| Sufficiency rating: | 67.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2018 | Good | Good | Good | Good | 1850 | 67.9 |
| April 2016 | Good | Good | Good | Good | 1850 | 67.9 |
| April 2014 | Good | Good | Good | Good | 1850 | 75.1 |
| April 2012 | Good | Good | Good | Good | 1850 | 75.1 |
| April 2010 | Fair | Satisfactory | Good | Good | 1850 | 75.1 |
| April 2008 | Good | Good | Good | Good | 1850 | 75.1 |
| March 2006 | Good | Very Good | Good | Good | 1850 | 75.3 |
| March 2004 | Good | Very Good | Good | Good | 1850 | 75.3 |
| March 2002 | Good | Very Good | Good | Good | 1850 | 76.9 |
| April 2000 | Good | Very Good | Good | Good | 1850 | 76.9 |
| April 1998 | Good | Very Good | Good | Good | 1850 | 76.9 |
| April 1996 | Good | Very Good | Good | Good | 1850 | 76.9 |
| September 1994 | Good | Good | Good | Good | 1850 | 76.9 |
| July 1992 | Good | Good | Good | Good | 1850 | 76.9 |
| August 1990 | Good | Very Good | Very Good | Very Good | 1491 | 76.7 |
© 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/1256207
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1256207