CTH N over PINE RIVER
Map
Coordinates:
+45.83697, -88.2253145°50'13" N, 88°13'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CTH N over PINE RIVER |
Structure number: | B19001300000000 |
Location: | 3.0M S JCT CTH D |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 68.9 ft. [21.0 m] |
Total length: | 140.8 ft. [42.9 m] |
Roadway width between curbs: | 29.5 ft. [9.0 m] |
Deck width edge-to-edge: | 45.3 ft. [13.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1998 |
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: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,133 [as of 2015] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 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 determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 85.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Good | Good | Very Good | Good | 1133 | 85.5 |
September 2016 | Good | Good | Very Good | Good | 1133 | 85.5 |
September 2014 | Good | Good | Very Good | Good | 1100 | 85.6 |
September 2012 | Good | Good | Very Good | Good | 1100 | 84.6 |
September 2010 | Good | Good | Very Good | Very Good | 813 | 86.5 |
September 2008 | Good | Good | Very Good | Very Good | 813 | 86.5 |
September 2006 | Good | Good | Very Good | Very Good | 813 | 86.5 |
September 2004 | Good | Good | Very Good | Very Good | 813 | 86.5 |
August 2002 | Good | Very Good | Excellent | Excellent | 813 | 86.5 |
October 2000 | Good | Very Good | Excellent | Excellent | 813 | 86.5 |
August 1998 | Good | Excellent | Excellent | Excellent | 813 | 86.5 |