US 50 over BROADWAY & 71NB & RAMP K
Map
Coordinates:
+39.09925, -84.5065239°05'57" N, 84°30'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 50 over BROADWAY & 71NB & RAMP K |
Structure number: | 3103110 |
Location: | 0.25MI S. LYTLE TUNNEL |
Purpose: | Carries highway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 216.5 ft. [66.0 m] |
Total length: | 794.7 ft. [242.2 m] |
Roadway width between curbs: | 41.3 ft. [12.6 m] |
Deck width edge-to-edge: | 44.3 ft. [13.5 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1999 |
Year reconstructed: | 2000 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 5 |
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: November 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 12,615 [as of 2015] |
Truck traffic: | 4% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 86.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Good | Good | Very Good | Good | 12615 | 86.1 |
July 2017 | Good | Good | Very Good | Good | 12615 | 86.1 |
July 2016 | Good | Good | Very Good | Very Good | 12615 | 86.1 |
September 2015 | Good | Good | Very Good | Very Good | 28470 | 86.1 |
September 2014 | Good | Good | Very Good | Good | 28470 | 96.0 |
August 2013 | Good | Good | Very Good | Good | 28470 | 86.1 |
October 2012 | Good | Good | Very Good | Good | 28470 | 91.8 |
November 2011 | Fair | Satisfactory | Very Good | Good | 28470 | 91.8 |
December 2010 | Fair | Satisfactory | Very Good | Good | 24145 | 91.8 |
December 2009 | Fair | Satisfactory | Very Good | Good | 24145 | 91.8 |
November 2008 | Fair | Satisfactory | Very Good | Good | 24145 | 91.8 |
July 2007 | Fair | Satisfactory | Very Good | Good | 24145 | 91.8 |
November 2006 | Fair | Satisfactory | Very Good | Good | 24145 | 91.8 |
October 2005 | Good | Good | Excellent | Very Good | 24290 | 91.8 |
December 2004 | Good | Good | Excellent | Very Good | 24290 | 91.8 |
October 2003 | Good | Good | Excellent | Very Good | 53530 | 91.8 |
January 2003 | Good | Good | Excellent | Very Good | 53530 | 91.8 |
January 2002 | Good | Very Good | Excellent | Excellent | 53530 | 91.8 |
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. | 3,870 | 3,835 | 35 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 35,231 | 28,915 | 6,095 | 221 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 3 | 1 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 89 | 25 | 64 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 178 | 120 | 55 | 3 | 0 |
Joints |
Strip Seal Joint | linear ft. | 88 | 58 | 30 | 0 | 0 |
Bearings |
Pot Bearing | each | 28 | 26 | 2 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,590 | 1,210 | 380 | 0 | 0 |