CTH A over PINE RIVER
Map
Coordinates:
+44.18087, -89.1365844°10'51" N, 89°08'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CTH A over PINE RIVER |
Structure number: | B69001100000000 |
Location: | 3.9M E JCT CTH K |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 34.8 ft. [10.6 m] |
Total length: | 35.8 ft. [10.9 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1963 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
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: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,672 [as of 2015] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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: | 65.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Satisfactory | Satisfactory | Good | 1672 | 65.2 |
May 2016 | Fair | Satisfactory | Satisfactory | Good | 1672 | 65.2 |
May 2014 | Fair | Satisfactory | Satisfactory | Good | 1600 | 65.3 |
May 2012 | Fair | Satisfactory | Satisfactory | Good | 1600 | 65.3 |
June 2010 | Good | Good | Good | Good | 1600 | 75.1 |
June 2008 | Good | Good | Very Good | Good | 1600 | 75.1 |
May 2006 | Good | Good | Very Good | Good | 1600 | 75.1 |
June 2004 | Fair | Good | Very Good | Satisfactory | 1400 | 75.4 |
May 2002 | Fair | Very Good | Very Good | Satisfactory | 1090 | 75.8 |
May 2000 | Fair | Very Good | Very Good | Satisfactory | 1090 | 75.8 |
May 1998 | Fair | Very Good | Very Good | Satisfactory | 1090 | 75.8 |
June 1996 | Fair | Very Good | Very Good | Satisfactory | 1090 | 75.8 |
May 1994 | Fair | Very Good | Very Good | Satisfactory | 1090 | 75.5 |
May 1992 | Fair | Very Good | Very Good | Satisfactory | 1090 | 75.5 |
May 1990 | Fair | Very Good | Very Good | Satisfactory | 850 | 76.9 |