LRD DAKOTA AVE. over BARNES CREEK
Map
Coordinates:
+43.98342, -88.9871443°59'00" N, 88°59'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LRD DAKOTA AVE. over BARNES CREEK |
Structure number: | B69004400000000 |
Location: | .1 MI W. OF 32 DRIVE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 24.0 ft. [7.3 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 49.9 ft. [15.2 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 2008 |
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: | 2 |
Main spans material: | Aluminum, Wrought Iron or Cast Iron [9] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 103 [as of 2015] |
Structural appraisal: | Equal to present desirable criteria [8] |
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] |
Culvert condition: | No deficiencies [9] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 94.5 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
May 2018 | Good | 9 out of 10 | 103 | 94.5 |
May 2016 | Good | 9 out of 10 | 103 | 94.5 |
May 2014 | Good | 9 out of 10 | 100 | 100.0 |
May 2012 | Good | 9 out of 10 | 100 | 97.0 |
June 2010 | Good | 9 out of 10 | 100 | 98.0 |
November 2008 | Good | 9 out of 10 | 100 | 98.0 |