LRD 310TH STREET over FISHER RIVER
Map
Coordinates:
+45.23756, -91.0486745°14'15" N, 91°02'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LRD 310TH STREET over FISHER RIVER |
Structure number: | B09025600000000 |
Location: | 0.8 M S CTH M |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 45.9 ft. [14.0 m] |
Total length: | 94.5 ft. [28.8 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Skew angle: | 15° |
Owner: | Town or Township Highway Agency [03] |
Year built: | 2003 |
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: | 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: October 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 159 [as of 2015] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 94.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2016 | Fair | Satisfactory | Satisfactory | Very Good | 159 | 94.4 |
February 2015 | Fair | Satisfactory | Satisfactory | Very Good | 159 | 92.4 |
September 2014 | Fair | Satisfactory | Satisfactory | Very Good | 150 | 92.4 |
October 2012 | Fair | Satisfactory | Satisfactory | Very Good | 150 | 92.4 |
October 2010 | Fair | Satisfactory | Satisfactory | Very Good | 150 | 92.4 |
November 2008 | Fair | Satisfactory | Satisfactory | Very Good | 150 | 92.4 |
October 2006 | Fair | Satisfactory | Satisfactory | Very Good | 150 | 92.4 |
September 2004 | Fair | Satisfactory | Satisfactory | Very Good | 150 | 92.4 |
February 2003 | Good | Very Good | Very Good | Very Good | 145 | 92.4 |