RMP US 127S-IR74W over RMP=74/52*W;BEK/COL DIS*
Map
Coordinates:
+39.15858, -84.5503839°09'31" N, 84°33'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RMP US 127S-IR74W over RMP=74/52*W;BEK/COL DIS* |
Structure number: | 3115585 |
Location: | OVER NB US 127 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 92.5 ft. [28.2 m] |
Total length: | 218.8 ft. [66.7 m] |
Roadway width between curbs: | 42.0 ft. [12.8 m] |
Deck width edge-to-edge: | 44.9 ft. [13.7 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 42° |
Owner: | State Highway Agency [01] |
Year built: | 1973 |
Year reconstructed: | 2015 |
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: | 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: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,550 [as of 2010] |
Truck traffic: | 12% of total traffic |
Deck condition: | Very Good [8 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: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 96.0 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Very Good | Very Good | Very Good | 6550 | 96.0 |
May 2017 | Good | Very Good | Very Good | Very Good | 6550 | 96.0 |
May 2016 | Good | Very Good | Very Good | Very Good | 6550 | 96.0 |
July 2015 | Good | Very Good | Very Good | Very Good | 6550 | 96.0 |
May 2014 | Good | Very Good | Very Good | Very Good | 6010 | 79.0 |
October 2013 | Good | Good | Good | Good | 6010 | 79.0 |
November 2012 | Fair | Satisfactory | Good | Good | 6010 | 79.0 |
October 2011 | Fair | Satisfactory | Good | Good | 6010 | 79.0 |
December 2010 | Fair | Satisfactory | Good | Good | 6010 | 79.0 |
November 2009 | Fair | Satisfactory | Good | Good | 6010 | 79.0 |
August 2008 | Fair | Satisfactory | Good | Good | 6010 | 79.0 |
September 2007 | Fair | Satisfactory | Good | Good | 6010 | 79.0 |
October 2006 | Fair | Satisfactory | Very Good | Good | 6010 | 79.0 |
September 2005 | Good | Good | Very Good | Good | 6010 | 79.0 |
November 2004 | Good | Good | Very Good | Good | 6010 | 79.0 |
December 2003 | Good | Good | Very Good | Good | 6010 | 79.0 |
September 2002 | Good | Good | Very Good | Good | 6010 | 79.0 |
October 2001 | Good | Good | Very Good | Good | 6010 | 81.0 |
November 2000 | Good | Good | Good | Good | 6010 | 83.0 |
July 1999 | Good | Good | Good | Good | 6010 | 83.0 |
November 1998 | Good | Good | Very Good | Good | 6010 | 83.0 |
December 1997 | Good | Good | Very Good | Good | 6010 | 83.0 |
April 1996 | Good | Good | Good | Good | 6010 | 83.0 |
February 1995 | Good | Good | Good | Very Good | 6010 | 83.0 |
April 1994 | Good | Good | Very Good | Good | 6010 | 83.0 |
March 1993 | Fair | Fair | Satisfactory | Good | 6010 | 82.0 |
November 1991 | Fair | Satisfactory | Very Good | Good | 6010 | 83.0 |
February 1991 | Good | Good | Very Good | Good | 6010 | 83.0 |
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 |
Steel Girder/Beam | linear ft. | 1,314 | 1,174 | 140 | 0 | 0 |
Steel Protective Coating | sq. ft. | 21,500 | 21,500 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,853 | 9,163 | 690 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 7 | 1 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 121 | 106 | 15 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 121 | 110 | 10 | 1 | 0 |
Joints |
Strip Seal Joint | linear ft. | 65 | 33 | 32 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 24 | 22 | 2 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 438 | 379 | 59 | 0 | 0 |