US 10 WB over CP RAIL LINE
Map
Coordinates:
+46.82213, -95.8539846°49'20" N, 95°51'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 10 WB over CP RAIL LINE |
Structure number: | 03004 |
Location: | 0.1 MI SE OF JCT TH 59 |
Purpose: | Carries highway over railroad |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 65.9 ft. [20.1 m] |
Total length: | 204.4 ft. [62.3 m] |
Roadway width between curbs: | 40.7 ft. [12.4 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 43° |
Owner: | State Highway Agency [01] |
Year built: | 1992 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 3 |
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: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,200 [as of 2008] |
Truck traffic: | 9% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 99.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Very Good | Very Good | Very Good | 8200 | 99.2 |
October 2015 | Good | Very Good | Very Good | Very Good | 8200 | 99.2 |
October 2013 | Good | Very Good | Very Good | Very Good | 8200 | 99.2 |
October 2011 | Good | Very Good | Very Good | Very Good | 8200 | 99.2 |
September 2009 | Good | Very Good | Very Good | Very Good | 8200 | 99.2 |
August 2007 | Good | Very Good | Very Good | Very Good | 9050 | 99.2 |
October 2005 | Good | Very Good | Very Good | Very Good | 9050 | 99.2 |
October 2003 | Good | Very Good | Very Good | Very Good | 7500 | 99.3 |
November 2001 | Good | Very Good | Very Good | Very Good | 7200 | 99.3 |
November 2000 | Good | Very Good | Very Good | Very Good | 7200 | 99.3 |
October 1999 | Good | Very Good | Very Good | Very Good | 6750 | 99.4 |
October 1998 | Good | Very Good | Very Good | Very Good | 7200 | 99.3 |
September 1997 | Good | Very Good | Very Good | Very Good | 7200 | 99.7 |
September 1996 | Good | Very Good | Very Good | Very Good | 6400 | 99.7 |
September 1995 | Good | Very Good | Very Good | Very Good | 6400 | 97.5 |
October 1994 | Good | Very Good | Very Good | Very Good | 6150 | 97.5 |
November 1993 | Good | Very Good | Very Good | Very Good | 6150 | 97.5 |
November 1992 | Good | Excellent | Excellent | Excellent | 5550 | 97.6 |
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. | 1,421 | 1,421 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,010 | 9,005 | 5 | 0 | 0 |
Wearing Surfaces | sq. ft. | 8,331 | 8,331 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 152 | 139 | 13 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 114 | 114 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 112 | 112 | 0 | 0 | 0 |
Pourable Joint | linear ft. | 224 | 224 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 28 | 21 | 7 | 0 | 0 |
Fixed Bearing | each | 14 | 14 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 448 | 446 | 2 | 0 | 0 |