CR 75 over WINTER ROAD RIVER
Map
Coordinates:
+48.73374, -94.6745048°44'01" N, 94°40'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 75 over WINTER ROAD RIVER |
Structure number: | 39506 |
Location: | 0.3 MI N OF JCT CR 88 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 37.4 ft. [11.4 m] |
Total length: | 111.9 ft. [34.1 m] |
Roadway width between curbs: | 28.9 ft. [8.8 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1978 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
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: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 75 [as of 2002] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Very Good | Satisfactory | Very Good | 75 | 99.4 |
November 2015 | Good | Very Good | Very Good | Very Good | 75 | 99.4 |
October 2013 | Good | Very Good | Very Good | Very Good | 75 | 99.4 |
October 2011 | Good | Very Good | Very Good | Very Good | 75 | 100.0 |
September 2009 | Good | Very Good | Very Good | Very Good | 75 | 98.0 |
October 2007 | Good | Very Good | Very Good | Very Good | 75 | 100.0 |
December 2005 | Good | Very Good | Very Good | Very Good | 75 | 100.0 |
February 2004 | Good | Very Good | Very Good | Very Good | 75 | 100.0 |
October 2002 | Good | Very Good | Very Good | Very Good | 100 | 100.0 |
December 2001 | Good | Very Good | Very Good | Very Good | 100 | 100.0 |
November 1999 | Good | Very Good | Very Good | Very Good | 100 | 99.0 |
October 1997 | Good | Very Good | Very Good | Very Good | 10 | 98.0 |
December 1995 | Good | Very Good | Very Good | Very Good | 10 | 98.0 |
December 1994 | Good | Very Good | Very Good | Very Good | 65 | 98.0 |
November 1993 | Good | Very Good | Very Good | Very Good | 65 | 98.0 |
November 1992 | Good | Very Good | Very Good | Very Good | 65 | 98.0 |
November 1991 | Good | Excellent | Excellent | Excellent | 65 | 98.0 |
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. | 2,688 | 2,678 | 10 | 0 | 0 |
Deck |
Prestressed Concrete Top Flange | sq. ft. | 3,618 | 3,618 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 3,251 | 2,239 | 1,012 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 106 | 106 | 0 | 0 | 0 |
Steel Pile | each | 14 | 14 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 307 | 247 | 30 | 30 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 66 | 66 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 4 | 4 | 0 | 0 | 0 |
Fixed Bearing | each | 2 | 2 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 223 | 223 | 0 | 0 | 0 |