LRD OLD HWY. 139 over POPPLE RIVER
Map
Coordinates:
+45.79503, -88.6962545°47'42" N, 88°41'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LRD OLD HWY. 139 over POPPLE RIVER |
Structure number: | B21002100000000 |
Location: | 1.0M W JCT STH 139 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 46.6 ft. [14.2 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Skew angle: | 20° |
Owner: | Town or Township Highway Agency [03] |
Year built: | 2001 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 60 [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: | Equal to present minimum criteria [6] |
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: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Good | Good | Good | Good | 60 | 100.0 |
August 2016 | Good | Good | Good | Good | 60 | 100.0 |
August 2014 | Good | Good | Good | Good | 60 | 98.0 |
August 2012 | Good | Good | Good | Good | 60 | 98.0 |
September 2010 | Good | Very Good | Very Good | Good | 50 | 98.0 |
September 2008 | Good | Very Good | Very Good | Good | 50 | 98.0 |
September 2006 | Good | Very Good | Very Good | Good | 50 | 98.0 |
September 2004 | Good | Very Good | Very Good | Good | 50 | 98.0 |
August 2002 | Good | Excellent | Excellent | Excellent | 50 | 98.0 |
November 2001 | Good | Excellent | Excellent | Excellent | 50 | 98.0 |