SH 35 ML over SAND CREEK
Map
Coordinates:
+39.78101, -104.9024339°46'52" N, 104°54'09" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 35 ML over SAND CREEK |
Structure number: | E-17-HD |
Location: | ON QUEBEC, 0.1 MI N I70 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 55.1 ft. [16.8 m] |
Total length: | 331.4 ft. [101.0 m] |
Roadway width between curbs: | 98.1 ft. [29.9 m] |
Deck width edge-to-edge: | 101.1 ft. [30.8 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1962 |
Year reconstructed: | 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: | 6 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 58,000 [as of 2011] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 50.3 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $7,959,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Poor | Fair | Fair | Poor | 58000 | 50.3 |
March 2016 | Poor | Fair | Fair | Poor | 58000 | 50.3 |
March 2014 | Poor | Fair | Fair | Poor | 58000 | 50.1 |
March 2012 | Poor | Satisfactory | Fair | Poor | 56800 | 53.1 |
April 2010 | Poor | Satisfactory | Fair | Poor | 56800 | 53.1 |
March 2008 | Poor | Satisfactory | Fair | Poor | 56800 | 53.1 |
April 2006 | Poor | Satisfactory | Fair | Poor | 41100 | 53.1 |
June 2005 | Poor | Satisfactory | Satisfactory | Poor | 42934 | 52.1 |
March 2004 | Fair | Satisfactory | Satisfactory | Fair | 42934 | 67.1 |
February 2002 | Fair | Satisfactory | Satisfactory | Fair | 43823 | 66.9 |
February 2000 | Fair | Satisfactory | Satisfactory | Fair | 35460 | 69.4 |
February 1999 | Fair | Satisfactory | Satisfactory | Fair | 35460 | 69.4 |
January 1998 | Fair | Satisfactory | Satisfactory | Fair | 70000 | 64.9 |
February 1996 | Fair | Satisfactory | Satisfactory | Fair | 70000 | 64.9 |
March 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 64000 | 76.9 |
May 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 64000 | 77.8 |
March 1990 | Fair | Satisfactory | Fair | Satisfactory | 37200 | 66.8 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 3,976 | 3,735 | 171 | 50 | 20 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 33,465 | 15,396 | 5,688 | 12,381 | 0 |
Wearing Surfaces | sq. ft. | 32,470 | 0 | 32,070 | 400 | 0 |
Substructure |
Reinforced Concrete Column | each | 30 | 28 | 0 | 2 | 0 |
Reinforced Concrete Abutment | linear ft. | 234 | 232 | 2 | 0 | 0 |
Steel Pile | each | 3 | 0 | 3 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 575 | 352 | 82 | 102 | 39 |
Joints |
Strip Seal Joint | linear ft. | 351 | 0 | 0 | 351 | 0 |
Compression Joint | linear ft. | 234 | 0 | 229 | 5 | 0 |
Bearings |
Elastomeric Bearing | each | 60 | 60 | 0 | 0 | 0 |
Movable Bearing | each | 36 | 0 | 16 | 0 | 20 |
Steel Protective Coating | sq. ft. | 36 | 0 | 0 | 36 | 0 |
Fixed Bearing | each | 30 | 16 | 13 | 0 | 1 |
Steel Protective Coating | sq. ft. | 30 | 0 | 0 | 30 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 663 | 663 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 663 | 663 | 0 | 0 | 0 |