CSAH 3 over US 14
Map
Coordinates:
+44.10872, -93.7076144°06'31" N, 93°42'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CSAH 3 over US 14 |
Structure number: | 81005 |
Location: | 12.8 MI W OF JCT TH 13;14 |
Purpose: | Carries highway over highway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 106.6 ft. [32.5 m] |
Total length: | 218.5 ft. [66.6 m] |
Roadway width between curbs: | 52.8 ft. [16.1 m] |
Deck width edge-to-edge: | 65.3 ft. [19.9 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 2004 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Low slump Concrete [4] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,300 [as of 2012] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 86.7 |
Estimated cost of work: | $1,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Good | Very Good | Fair | 2300 | 86.7 |
July 2016 | Good | Good | Very Good | Excellent | 2350 | 97.9 |
July 2014 | Good | Good | Very Good | Excellent | 2350 | 97.9 |
July 2012 | Good | Good | Very Good | Excellent | 2350 | 97.9 |
June 2011 | Good | Very Good | Excellent | Excellent | 2350 | 97.9 |
June 2010 | Good | Excellent | Excellent | Excellent | 2350 | 97.9 |
July 2009 | Good | Excellent | Excellent | Excellent | 2350 | 97.9 |
June 2008 | Good | Excellent | Excellent | Excellent | 2350 | 97.9 |
June 2007 | Good | Excellent | Excellent | Excellent | 2350 | 97.9 |
August 2006 | Good | Excellent | Excellent | Excellent | 2350 | 97.9 |
November 2005 | Good | Excellent | Excellent | Excellent | 2350 | 97.9 |
June 2004 | Good | Excellent | Excellent | Excellent | 2350 | 97.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Girder/Beam | linear ft. | 1,716 | 1,716 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 14,280 | 14,273 | 7 | 0 | 0 |
Wearing Surfaces | sq. ft. | 13,553 | 13,553 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 3 | 3 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 226 | 223 | 2 | 1 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 65 | 61 | 0 | 4 | 0 |
Joints |
Strip Seal Joint | linear ft. | 128 | 68 | 60 | 0 | 0 |
Pourable Joint | linear ft. | 206 | 200 | 0 | 6 | 0 |
Bearings |
Elastomeric Bearing | each | 26 | 26 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 507 | 444 | 62 | 1 | 0 |