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I 70 ML over COUNTY ROAD 314
Map
Coordinates:
+39.74629, -105.46101
39°44'47" N, 105°27'40" W
+39.74629, -105.46101
39°44'47" N, 105°27'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | I 70 ML over COUNTY ROAD 314 |
| Structure number: | F-15-CR |
| Location: | 3.4 MI E OF JCT 103 |
| Purpose: | Carries highway overpass over highway |
| Route classification: | Principal Arterial - Interstate (Rural) [01] |
| Length of largest span: | 74.2 ft. [22.6 m] |
| Total length: | 76.1 ft. [23.2 m] |
| Roadway width between curbs: | 111.9 ft. [34.1 m] |
| Deck width edge-to-edge: | 117.1 ft. [35.7 m] |
| Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1999 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span 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: December 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 49,000 [as of 2011] |
| Truck traffic: | 9% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| 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 |
|---|---|---|---|---|---|---|
| December 2017 | Good | Good | Very Good | Good | 49000 | 96.0 |
| December 2015 | Good | Good | Very Good | Good | 49000 | 96.0 |
| December 2013 | Good | Good | Very Good | Good | 49000 | 96.0 |
| February 2012 | Good | Good | Very Good | Good | 41800 | 96.0 |
| December 2009 | Good | Good | Very Good | Good | 41800 | 96.0 |
| November 2007 | Good | Good | Very Good | Good | 41200 | 96.0 |
| January 2006 | Good | Good | Very Good | Good | 42755 | 96.0 |
| October 2003 | Good | Good | Very Good | Good | 39031 | 96.0 |
| November 2001 | Good | Good | Very Good | Good | 39031 | 96.0 |
| September 2000 | Good | Very Good | Very Good | Very Good | 15200 | 96.0 |
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. | 969 | 968 | 1 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 8,892 | 1,973 | 6,919 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 234 | 202 | 32 | 0 | 0 |
| Joints | ||||||
| Strip Seal Joint | linear ft. | 228 | 0 | 218 | 10 | 0 |
| Pourable Joint | linear ft. | 228 | 114 | 114 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 152 | 152 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 152 | 152 | 0 | 0 | 0 |
| Reinforced Concrete Bridge Rail | linear ft. | 74 | 74 | 0 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1067432
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1067432