LRD ARCHER AVE over IH USH 51-IH 39
Map
Coordinates:
+44.18500, -89.5266744°11'06" N, 89°31'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LRD ARCHER AVE over IH USH 51-IH 39 |
Structure number: | B69001600000000 |
Location: | 3.7M N JCT CTH V |
Purpose: | Carries highway over highway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 104.7 ft. [31.9 m] |
Total length: | 213.3 ft. [65.0 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 16° |
Owner: | State Highway Agency [01] |
Year built: | 1966 |
Year reconstructed: | 1999 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 2 |
Main spans material: | Steel continuous [4] |
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: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 250 [as of 2018] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 74.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 250 | 74.7 |
June 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 150 | 89.4 |
June 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 150 | 90.4 |
June 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 150 | 89.4 |
June 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 150 | 88.4 |
June 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 150 | 88.4 |
July 2006 | Fair | Satisfactory | Good | Good | 150 | 88.4 |
October 2004 | Fair | Satisfactory | Good | Satisfactory | 150 | 88.4 |
October 2002 | Fair | Good | Good | Satisfactory | 150 | 88.4 |
August 2001 | Fair | Good | Very Good | Satisfactory | 150 | 88.4 |
October 2000 | Fair | Good | Very Good | Satisfactory | 150 | 88.4 |
October 1998 | Fair | Good | Good | Satisfactory | 150 | 88.4 |
September 1997 | Fair | Good | Good | Satisfactory | 150 | 88.4 |
April 1996 | Good | Very Good | Good | Good | 150 | 88.4 |
August 1995 | Good | Very Good | Very Good | Very Good | 150 | 88.4 |
October 1994 | Good | Very Good | Very Good | Very Good | 150 | 88.4 |
April 1993 | Good | Very Good | Very Good | Very Good | 150 | 88.4 |
June 1992 | Good | Very Good | Very Good | Very Good | 150 | 88.4 |
May 1991 | Good | Very Good | Very Good | Very Good | 150 | 88.4 |