LRD OLD 101 over ARMSTRONG CREEK
Map
Coordinates:
+45.64117, -88.4465045°38'28" N, 88°26'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LRD OLD 101 over ARMSTRONG CREEK |
Structure number: | B21002400000000 |
Location: | 1.2M S JCT USH 8 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 32.5 ft. [9.9 m] |
Total length: | 34.1 ft. [10.4 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.6 ft. [7.8 m] |
Skew angle: | 34° |
Owner: | Town or Township Highway Agency [03] |
Year built: | 2007 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Wood or timber [7] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 223 [as of 2015] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
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 (including piles) on dry land well above flood water elevations. [9] |
Sufficiency rating: | 94.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Good | Good | Good | 223 | 94.2 |
August 2016 | Good | Good | Good | Good | 223 | 94.2 |
August 2014 | Good | Good | Very Good | Very Good | 220 | 94.2 |
August 2012 | Good | Good | Very Good | Very Good | 220 | 94.2 |
September 2010 | Good | Excellent | Excellent | Excellent | 200 | 94.3 |
September 2008 | Good | Excellent | Excellent | Excellent | 200 | 94.3 |