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COUNTY ROAD 182.1 over I 70 ML
Map
Coordinates:
+39.72160, -105.40962
39°43'18" N, 105°24'35" W
+39.72160, -105.40962
39°43'18" N, 105°24'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY ROAD 182.1 over I 70 ML |
| Structure number: | F-15-CA |
| Location: | 3.8 MI E OF JCT US 6 |
| Purpose: | Carries highway overpass over highway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 123.0 ft. [37.5 m] |
| Total length: | 242.1 ft. [73.8 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 42.7 ft. [13.0 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1973 |
| 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: | 2 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,055 [as of 2013] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Underclearances appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 97.6 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2017 | Fair | Good | Satisfactory | Good | 3055 | 97.6 |
| December 2015 | Fair | Good | Satisfactory | Good | 3055 | 97.6 |
| December 2013 | Fair | Good | Satisfactory | Good | 3055 | 97.6 |
| February 2012 | Fair | Good | Satisfactory | Good | 1300 | 98.0 |
| December 2009 | Fair | Good | Satisfactory | Good | 1300 | 98.1 |
| December 2007 | Fair | Good | Satisfactory | Good | 1313 | 98.1 |
| January 2006 | Fair | Good | Satisfactory | Good | 1313 | 98.1 |
| October 2003 | Fair | Good | Satisfactory | Good | 1313 | 98.1 |
| November 2001 | Fair | Good | Satisfactory | Good | 1313 | 95.9 |
| December 1999 | Fair | Good | Satisfactory | Good | 1250 | 97.9 |
| December 1997 | Fair | Good | Satisfactory | Good | 1240 | 97.3 |
| October 1995 | Fair | Good | Satisfactory | Good | 1240 | 96.3 |
| October 1993 | Fair | Good | Satisfactory | Good | 1240 | 96.3 |
| August 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 1240 | 98.3 |
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 Closed Web/Box Girder | linear ft. | 960 | 811 | 144 | 5 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 10,285 | 10,274 | 11 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 10,285 | 9,735 | 500 | 50 | 0 |
| Substructure | ||||||
| Reinforced Concrete Pier Wall | linear ft. | 34 | 34 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 85 | 85 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 484 | 464 | 20 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 484 | 464 | 20 | 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/1067419
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1067419