LRD NEWALD TOWER R over POPPLE RIVER
Map
Coordinates:
+45.75769, -88.5275345°45'28" N, 88°31'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LRD NEWALD TOWER R over POPPLE RIVER |
Structure number: | P19002400000000 |
Location: | 7.6M W JCT STH 101 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 37.4 ft. [11.4 m] |
Total length: | 39.7 ft. [12.1 m] |
Roadway width between curbs: | 24.3 ft. [7.4 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Skew angle: | 20° |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1965 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Steel [3] |
Main span 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: | 50 [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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 90.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Good | Good | Good | Good | 50 | 90.4 |
September 2016 | Good | Good | Good | Good | 50 | 90.4 |
September 2014 | Good | Good | Good | Good | 50 | 92.4 |
September 2012 | Good | Good | Good | Good | 50 | 90.4 |
September 2010 | Good | Very Good | Very Good | Good | 15 | 92.6 |
September 2008 | Good | Very Good | Very Good | Good | 15 | 92.6 |
September 2006 | Good | Very Good | Very Good | Good | 15 | 92.6 |
September 2004 | Good | Very Good | Very Good | Good | 15 | 92.6 |
August 2002 | Good | Very Good | Very Good | Good | 15 | 92.6 |
October 2000 | Good | Very Good | Very Good | Good | 10 | 92.6 |
October 1998 | Good | Very Good | Very Good | Good | 10 | 92.6 |
October 1996 | Good | Very Good | Very Good | Good | 10 | 92.6 |
September 1994 | Good | Very Good | Very Good | Good | 10 | 92.8 |
September 1992 | Fair | Fair | Very Good | Satisfactory | 10 | 91.8 |
August 1990 | Fair | Fair | Very Good | Satisfactory | 10 | 91.8 |