COLL 7197 over I80
Map
Coordinates:
+41.05036, -102.3806541°03'01" N, 102°22'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COLL 7197 over I80 |
Structure number: | S080 09068 |
Location: | 4W N27 INTRCHG |
Purpose: | Carries highway over highway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 87.9 ft. [26.8 m] |
Total length: | 276.9 ft. [84.4 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 7° |
Owner: | State Highway Agency [01] |
Year built: | 1969 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 4 |
Main spans material: | Prestressed concrete [5] |
Main spans 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: September 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 15 [as of 1998] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 97.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Good | Good | Very Good | Very Good | 15 | 97.6 |
September 2015 | Good | Good | Very Good | Very Good | 15 | 97.6 |
September 2013 | Good | Good | Very Good | Very Good | 15 | 97.6 |
October 2011 | Good | Good | Very Good | Very Good | 15 | 91.7 |
November 2009 | Good | Good | Very Good | Very Good | 15 | 91.7 |
October 2007 | Good | Good | Very Good | Very Good | 15 | 98.0 |
November 2005 | Good | Good | Very Good | Very Good | 15 | 98.0 |
October 2003 | Good | Good | Very Good | Very Good | 15 | 100.0 |
June 2001 | Good | Good | Very Good | Very Good | 15 | 100.0 |
October 1999 | Good | Good | Very Good | Very Good | 15 | 100.0 |
December 1997 | Good | Good | Very Good | Very Good | 15 | 100.0 |
November 1995 | Good | Good | Very Good | Very Good | 15 | 100.0 |
November 1993 | Good | Good | Very Good | Very Good | 15 | 100.0 |
November 1991 | Good | Good | Very Good | Very Good | 15 | 100.0 |
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. | 1,370 | 1,370 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 8,493 | 8,151 | 340 | 2 | 0 |
Substructure |
Reinforced Concrete Column | each | 9 | 9 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 66 | 66 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 88 | 88 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 10 | 10 | 0 | 0 | 0 |
Fixed Bearing | each | 20 | 20 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 554 | 554 | 0 | 0 | 0 |