US 14 EB over CR 60;DME RR
Map
Coordinates:
+44.12329, -93.7487944°07'24" N, 93°44'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 14 EB over CR 60;DME RR |
Structure number: | 81004 |
Location: | 15.4 MI W OF JCT TH 13;14 |
Purpose: | Carries highway over highway and railroad |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 145.0 ft. [44.2 m] |
Total length: | 296.9 ft. [90.5 m] |
Roadway width between curbs: | 42.0 ft. [12.8 m] |
Deck width edge-to-edge: | 45.3 ft. [13.8 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 36° |
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: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,250 [as of 2016] |
Truck traffic: | 15% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present desirable criteria [8] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 83.6 |
Estimated cost of work: | $1,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Very Good | Fair | Very Good | 5250 | 83.6 |
May 2016 | Good | Very Good | Very Good | Very Good | 4000 | 96.4 |
May 2014 | Good | Very Good | Very Good | Very Good | 4000 | 96.4 |
May 2012 | Good | Very Good | Very Good | Very Good | 4000 | 96.4 |
June 2010 | Good | Very Good | Very Good | Very Good | 4000 | 96.4 |
July 2009 | Good | Very Good | Excellent | Excellent | 4000 | 96.4 |
June 2008 | Good | Very Good | Excellent | Excellent | 4000 | 96.4 |
June 2007 | Good | Very Good | Excellent | Excellent | 4000 | 96.4 |
August 2006 | Good | Excellent | Excellent | Excellent | 4000 | 96.4 |
November 2005 | Good | Excellent | Excellent | Excellent | 4000 | 96.4 |
June 2004 | Good | Excellent | Excellent | Excellent | 3700 | 96.7 |
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. | 2,037 | 2,030 | 0 | 7 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 13,466 | 13,413 | 53 | 0 | 0 |
Wearing Surfaces | sq. ft. | 12,474 | 12,296 | 178 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 3 | 3 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 293 | 267 | 26 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 56 | 56 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 108 | 108 | 0 | 0 | 0 |
Pourable Joint | linear ft. | 555 | 444 | 111 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 18 | 18 | 0 | 0 | 0 |
Fixed Bearing | each | 10 | 10 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 733 | 687 | 46 | 0 | 0 |