LRD RIVER BEND RD over PELICAN RIVER
Map
Coordinates:
+45.59222, -89.3736145°35'32" N, 89°22'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LRD RIVER BEND RD over PELICAN RIVER |
Structure number: | P43005600000000 |
Location: | 0.5M N JCT CTH G |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 74.8 ft. [22.8 m] |
Total length: | 76.1 ft. [23.2 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1965 |
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: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 177 [as of 2015] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 83.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Satisfactory | Good | 177 | 83.7 |
May 2016 | Fair | Good | Satisfactory | Good | 177 | 83.7 |
May 2014 | Good | Good | Good | Good | 166 | 80.7 |
May 2012 | Good | Very Good | Good | Good | 166 | 89.4 |
August 2010 | Good | Very Good | Good | Good | 166 | 89.4 |
August 2008 | Good | Very Good | Good | Good | 166 | 89.4 |
October 2006 | Good | Very Good | Good | Good | 166 | 89.4 |
October 2004 | Fair | Very Good | Satisfactory | Satisfactory | 166 | 89.4 |
October 2002 | Fair | Very Good | Satisfactory | Satisfactory | 166 | 89.4 |
November 2000 | Fair | Fair | Fair | Fair | 175 | 77.4 |
September 1998 | Fair | Fair | Fair | Fair | 175 | 77.4 |
November 1996 | Fair | Fair | Fair | Fair | 175 | 77.4 |
September 1994 | Fair | Fair | Fair | Fair | 175 | 77.4 |
August 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 175 | 89.4 |
August 1990 | Good | Good | Very Good | Very Good | 175 | 89.4 |