RAMP TO I71 SB over US42*N;RAMP=I71*N-US42*N
Map
Coordinates:
+39.11676, -84.5001539°07'00" N, 84°30'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RAMP TO I71 SB over US42*N;RAMP=I71*N-US42*N |
Structure number: | 3101215 |
Location: | W OF EDEN PARK |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 127.0 ft. [38.7 m] |
Total length: | 330.1 ft. [100.6 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1969 |
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: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,380 [as of 1980] |
Truck traffic: | 11% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 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: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 93.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Good | Good | Good | Good | 2380 | 93.8 |
June 2017 | Good | Good | Good | Good | 2380 | 93.8 |
June 2016 | Good | Good | Good | Good | 2380 | 93.8 |
September 2015 | Good | Good | Good | Good | 2380 | 93.8 |
July 2014 | Good | Good | Good | Good | 2380 | 93.8 |
September 2013 | Good | Good | Good | Good | 2380 | 93.8 |
October 2012 | Good | Good | Good | Good | 2380 | 93.8 |
July 2011 | Fair | Good | Satisfactory | Satisfactory | 2380 | 93.8 |
July 2010 | Fair | Good | Good | Satisfactory | 2380 | 93.8 |
September 2009 | Fair | Good | Satisfactory | Satisfactory | 2380 | 93.8 |
September 2008 | Fair | Good | Satisfactory | Satisfactory | 2380 | 93.8 |
September 2007 | Fair | Good | Satisfactory | Satisfactory | 2380 | 93.8 |
October 2006 | Fair | Good | Satisfactory | Satisfactory | 2380 | 93.8 |
September 2005 | Good | Good | Good | Good | 2380 | 93.8 |
October 2004 | Good | Good | Good | Good | 2380 | 93.8 |
December 2003 | Good | Good | Good | Good | 2380 | 93.8 |
October 2002 | Good | Good | Good | Good | 2380 | 93.8 |
November 2001 | Good | Good | Good | Good | 2380 | 97.8 |
September 2000 | Good | Good | Good | Good | 2380 | 99.8 |
August 1999 | Good | Good | Good | Good | 2380 | 99.8 |
November 1998 | Good | Good | Good | Very Good | 2380 | 99.8 |
May 1997 | Good | Good | Good | Very Good | 2380 | 99.8 |
April 1996 | Fair | Fair | Satisfactory | Fair | 2380 | 87.7 |
October 1994 | Fair | Fair | Fair | Satisfactory | 2380 | 83.8 |
February 1994 | Fair | Fair | Fair | Good | 2380 | 83.8 |
November 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 2380 | 95.8 |
November 1990 | Fair | Good | Satisfactory | Satisfactory | 2380 | 95.8 |
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 |
Steel Girder/Beam | linear ft. | 1,320 | 1,310 | 10 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,320 | 1,320 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 10,010 | 8,200 | 1,810 | 0 | 0 |
Wearing Surfaces | sq. ft. | 9,240 | 8,145 | 1,050 | 45 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 3 | 1 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 63 | 50 | 12 | 1 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 95 | 26 | 69 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 61 | 39 | 22 | 0 | 0 |
Bearings |
Movable Bearing | each | 14 | 11 | 3 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 660 | 333 | 311 | 16 | 0 |