STH 49 over PINE RIVER
Map
Coordinates:
+44.13500, -88.9966744°08'06" N, 88°59'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STH 49 over PINE RIVER |
Structure number: | B69002600000000 |
Location: | 0.1M N JCT CTH H TO W |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 57.1 ft. [17.4 m] |
Total length: | 57.7 ft. [17.6 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 43.6 ft. [13.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1987 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Prestressed concrete [5] |
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: July 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,900 [as of 2015] |
Truck traffic: | 7% of total traffic |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 88.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Good | Good | Very Good | Good | 3900 | 88.4 |
July 2015 | Good | Good | Very Good | Good | 3900 | 88.4 |
July 2013 | Good | Good | Very Good | Very Good | 2850 | 91.2 |
July 2011 | Good | Good | Very Good | Very Good | 2850 | 89.2 |
July 2009 | Good | Good | Very Good | Very Good | 2850 | 82.9 |
July 2007 | Good | Very Good | Very Good | Very Good | 2850 | 82.9 |
July 2005 | Good | Very Good | Very Good | Very Good | 2850 | 82.9 |
July 2003 | Good | Very Good | Very Good | Very Good | 2850 | 82.9 |
August 2001 | Good | Very Good | Very Good | Very Good | 2335 | 85.1 |
July 1999 | Good | Very Good | Very Good | Very Good | 2335 | 83.1 |
September 1998 | Good | Very Good | Very Good | Very Good | 2335 | 83.1 |
December 1997 | Good | Very Good | Very Good | Very Good | 2335 | 83.1 |
July 1996 | Good | Very Good | Very Good | Very Good | 2335 | 83.1 |
October 1995 | Good | Very Good | Very Good | Very Good | 2335 | 83.2 |
June 1994 | Good | Very Good | Very Good | Very Good | 2335 | 83.2 |
September 1993 | Good | Very Good | Very Good | Very Good | 2190 | 83.9 |
July 1992 | Good | Very Good | Very Good | Very Good | 2190 | 83.9 |
September 1991 | Good | Very Good | Very Good | Very Good | 1820 | 86.8 |