C14 over COULEE CREEK
Map
Coordinates:
+42.90636, -91.8771842°54'23" N, 91°52'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | C14 over COULEE CREEK |
Structure number: | 000000000151350 |
Location: | 093090201 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 26.9 ft. [8.2 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | County Highway Agency [02] |
Year built: | 1925 |
Year reconstructed: | 1967 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Number of main spans: | 2 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Culvert [19] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 480 [as of 2017] |
Truck traffic: | 10% of total traffic |
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] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 78.8 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
October 2018 | Fair | 5 out of 10 | 480 | 78.8 |
November 2016 | Fair | 5 out of 10 | 360 | 66.2 |
October 2014 | Fair | 6 out of 10 | 360 | 84.2 |
August 2013 | Fair | 6 out of 10 | 360 | 87.2 |
August 2010 | Fair | 6 out of 10 | 510 | 84.8 |
August 2008 | Good | 7 out of 10 | 600 | 84.8 |
July 2006 | Good | 8 out of 10 | 600 | 85.1 |
August 2004 | Good | 8 out of 10 | 570 | 85.2 |
July 2002 | - | N out of 10 | 570 | 85.2 |
May 2000 | Fair | 6 out of 10 | 620 | 85.1 |
August 1998 | Fair | 6 out of 10 | 620 | 84.8 |
July 1996 | Fair | 6 out of 10 | 480 | 85.9 |
July 1994 | Fair | 6 out of 10 | 480 | 85.8 |
July 1992 | Good | 7 out of 10 | 550 | 95.9 |
August 1990 | Good | 7 out of 10 | 550 | 95.9 |