US 10 EB over CP RAIL LINE
Map
Coordinates:
+46.82185, -95.8539346°49'19" N, 95°51'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 10 EB over CP RAIL LINE |
Structure number: | 03011 |
Location: | 0.1 MI SE OF JCT TH 59 |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 65.9 ft. [20.1 m] |
Total length: | 184.1 ft. [56.1 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 43.3 ft. [13.2 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 38° |
Owner: | State Highway Agency [01] |
Year built: | 2017 |
Historic significance: | Historical significance is not determinable at this time [4] |
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: November 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 16,100 [as of 2012] |
Truck traffic: | 15% 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: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 87.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | Very Good | Very Good | Very Good | 16100 | 87.9 |
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. | 955 | 955 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 8,015 | 8,011 | 4 | 0 | 0 |
Wearing Surfaces | sq. ft. | 7,364 | 7,364 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 234 | 234 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 116 | 116 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 102 | 102 | 0 | 0 | 0 |
Pourable Joint | linear ft. | 120 | 120 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 22 | 22 | 0 | 0 | 0 |
Fixed Bearing | each | 10 | 10 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 423 | 417 | 6 | 0 | 0 |