CSAH 7 over BNSF RR
Map
Coordinates:
+46.88465, -96.0949646°53'05" N, 96°05'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CSAH 7 over BNSF RR |
Structure number: | 03513 |
Location: | 0.5 MI N OF JCT TH 10 |
Purpose: | Carries highway and pedestrian walkway over railroad |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 75.1 ft. [22.9 m] |
Total length: | 192.3 ft. [58.6 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 49.9 ft. [15.2 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 2016 |
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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,000 [as of 2016] |
Deck condition: | Excellent [9 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Excellent [9 out of 9] |
Structural appraisal: | Superior to present desirable criteria [9] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 73.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Excellent | Excellent | Excellent | 3000 | 73.1 |
January 2015 | Good | Excellent | Excellent | Excellent | 3024 | 72.0 |
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. | 1,719 | 1,719 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,600 | 9,600 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 7,880 | 7,880 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 10 | 10 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 44 | 44 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 154 | 154 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 106 | 106 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 368 | 368 | 0 | 0 | 0 |
Bearings |
Fixed Bearing | each | 36 | 36 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 627 | 627 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2,280 | 2,280 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 609 | 609 | 0 | 0 | 0 |