I 70 ML WBND over COUNTY ROAD
Map
Coordinates:
+39.70173, -105.8574539°42'06" N, 105°51'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I 70 ML WBND over COUNTY ROAD |
Structure number: | F-13-J |
Location: | 5 MI E OF EISENHOWER TUNN |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 58.1 ft. [17.7 m] |
Total length: | 144.0 ft. [43.9 m] |
Roadway width between curbs: | 42.0 ft. [12.8 m] |
Deck width edge-to-edge: | 44.6 ft. [13.6 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1972 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 15,000 [as of 2011] |
Truck traffic: | 11% of total traffic |
Deck condition: | Fair [5 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 desirable criteria [8] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 93.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Fair | Satisfactory | Good | 15000 | 93.3 |
April 2015 | Fair | Fair | Satisfactory | Good | 15000 | 95.3 |
April 2013 | Fair | Fair | Fair | Good | 15000 | 84.2 |
June 2011 | Fair | Fair | Fair | Good | 14400 | 84.2 |
June 2009 | Fair | Fair | Fair | Good | 14400 | 84.2 |
November 2007 | Fair | Fair | Fair | Good | 13750 | 84.3 |
June 2005 | Good | Good | Good | Good | 12907 | 96.4 |
April 2001 | Good | Good | Good | Good | 13645 | 92.3 |
April 1997 | Good | Good | Good | Good | 12785 | 92.3 |
June 1995 | Good | Good | Good | Good | 10750 | 92.7 |
April 1993 | Good | Good | Good | Good | 10350 | 94.2 |
June 1991 | Good | Good | Good | Good | 8850 | 94.3 |
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 Girder/Beam | linear ft. | 852 | 850 | 2 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 6,408 | 4,767 | 1,045 | 596 | 0 |
Wearing Surfaces | sq. ft. | 6,408 | 5,319 | 1,089 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 89 | 86 | 3 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 77 | 73 | 4 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 288 | 288 | 0 | 0 | 0 |