I 76 ML WBND over COUNTY ROAD Q
Map
Coordinates:
+40.36055, -103.4261240°21'38" N, 103°25'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I 76 ML WBND over COUNTY ROAD Q |
Structure number: | C-23-AQ |
Location: | MERINO EXIT |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 37.1 ft. [11.3 m] |
Total length: | 115.2 ft. [35.1 m] |
Roadway width between curbs: | 38.4 ft. [11.7 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1964 |
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: | 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: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,000 [as of 2011] |
Truck traffic: | 21% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 96.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 5000 | 96.0 |
June 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 5000 | 95.4 |
June 2013 | Fair | Fair | Satisfactory | Satisfactory | 5000 | 94.4 |
June 2011 | Fair | Fair | Satisfactory | Satisfactory | 4600 | 93.4 |
May 2009 | Fair | Fair | Satisfactory | Satisfactory | 4600 | 92.4 |
June 2007 | Fair | Fair | Satisfactory | Satisfactory | 4900 | 92.4 |
May 2005 | Fair | Fair | Satisfactory | Satisfactory | 3365 | 92.4 |
May 2003 | Fair | Fair | Satisfactory | Satisfactory | 3837 | 92.4 |
May 2001 | Fair | Fair | Satisfactory | Satisfactory | 3837 | 94.2 |
May 1999 | Fair | Fair | Satisfactory | Satisfactory | 3653 | 92.2 |
April 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 3050 | 94.2 |
May 1995 | Fair | Good | Fair | Fair | 3050 | 81.2 |
March 1993 | Fair | Good | Satisfactory | Satisfactory | 3300 | 93.0 |
June 1991 | Fair | Good | Satisfactory | Satisfactory | 2850 | 93.0 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 575 | 554 | 16 | 5 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 4,830 | 4,730 | 100 | 0 | 0 |
Wearing Surfaces | sq. ft. | 4,389 | 4,049 | 340 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 0 | 4 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 84 | 64 | 20 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 70 | 50 | 10 | 10 | 0 |
Joints |
Pourable Joint | linear ft. | 160 | 160 | 0 | 0 | 0 |
Bearings |
Fixed Bearing | each | 6 | 0 | 6 | 0 | 0 |
Steel Protective Coating | sq. ft. | 6 | 0 | 0 | 0 | 6 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 230 | 230 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 230 | 230 | 0 | 0 | 0 |