LRD 28TH RD over WILLOW CREEK
Map
Coordinates:
+44.04815, -89.0580244°02'53" N, 89°03'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LRD 28TH RD over WILLOW CREEK |
Structure number: | B69002800000000 |
Location: | 0.8M N JCT STH 21 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 32.2 ft. [9.8 m] |
Total length: | 33.8 ft. [10.3 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Skew angle: | 10° |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1986 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
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: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 127 [as of 2015] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 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: | Basically intolerable requiring high priority of corrrective action [3] |
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: | 88.6 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $171,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Good | Good | Very Good | 127 | 88.6 |
May 2016 | Good | Very Good | Very Good | Very Good | 127 | 92.6 |
May 2014 | Good | Very Good | Very Good | Very Good | 120 | 92.6 |
May 2012 | Good | Very Good | Very Good | Very Good | 120 | 90.6 |
June 2010 | Good | Very Good | Very Good | Very Good | 120 | 90.6 |
June 2008 | Good | Very Good | Very Good | Very Good | 120 | 90.6 |
May 2006 | Good | Very Good | Very Good | Very Good | 120 | 90.6 |
June 2004 | Good | Very Good | Very Good | Very Good | 80 | 96.1 |
June 2002 | Good | Very Good | Very Good | Very Good | 80 | 96.1 |
May 2000 | Good | Very Good | Very Good | Very Good | 80 | 96.1 |
May 1998 | Good | Very Good | Very Good | Very Good | 80 | 96.1 |
June 1996 | Good | Very Good | Very Good | Very Good | 80 | 96.1 |
May 1994 | Good | Very Good | Very Good | Very Good | 80 | 95.7 |
May 1992 | Good | Very Good | Very Good | Very Good | 80 | 95.7 |
May 1990 | Good | Excellent | Excellent | Excellent | 80 | 95.7 |