LRD EAGLE ST over BOOM LAKE
Map
Coordinates:
+45.65611, -89.4011145°39'22" N, 89°24'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LRD EAGLE ST over BOOM LAKE |
Structure number: | B43003000000000 |
Location: | 0.1M N JCT STH 17 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 32.2 ft. [9.8 m] |
Total length: | 81.7 ft. [24.9 m] |
Roadway width between curbs: | 34.1 ft. [10.4 m] |
Deck width edge-to-edge: | 41.0 ft. [12.5 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1982 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,914 [as of 2015] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 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: | 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 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 85.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Satisfactory | Fair | 3914 | 85.4 |
May 2017 | Fair | Satisfactory | Satisfactory | Fair | 3914 | 85.4 |
May 2015 | Fair | Satisfactory | Satisfactory | Fair | 3914 | 85.4 |
May 2013 | Good | Good | Good | Good | 3800 | 96.5 |
May 2011 | Fair | Good | Satisfactory | Satisfactory | 8001 | 94.9 |
May 2009 | Fair | Good | Satisfactory | Satisfactory | 8001 | 94.9 |
May 2007 | Fair | Good | Satisfactory | Satisfactory | 8001 | 94.9 |
June 2005 | Fair | Good | Fair | Satisfactory | 8001 | 83.7 |
August 2003 | Fair | Good | Fair | Satisfactory | 8001 | 83.7 |
August 2001 | Fair | Good | Fair | Satisfactory | 8001 | 83.7 |
August 2000 | Fair | Good | Fair | Satisfactory | 6200 | 84.0 |
June 1997 | Fair | Good | Fair | Satisfactory | 6200 | 84.0 |
December 1996 | Fair | Good | Fair | Satisfactory | 6200 | 84.0 |
September 1994 | Fair | Good | Fair | Satisfactory | 6200 | 83.9 |
December 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 6200 | 95.0 |
August 1990 | Fair | Good | Satisfactory | Satisfactory | 6200 | 95.0 |