SR 4 (PADDOCK RD.) over IR 75
Map
Coordinates:
+39.19425, -84.4754739°11'39" N, 84°28'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 4 (PADDOCK RD.) over IR 75 |
Structure number: | 3100464 |
Location: | OVER IR 75 |
Purpose: | Carries highway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 145.0 ft. [44.2 m] |
Total length: | 145.0 ft. [44.2 m] |
Roadway width between curbs: | 98.4 ft. [30.0 m] |
Deck width edge-to-edge: | 121.4 ft. [37.0 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 29° |
Owner: | State Highway Agency [01] |
Year built: | 2002 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Steel [3] |
Main span 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: October 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 25,601 [as of 2015] |
Truck traffic: | 5% of total traffic |
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: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 93.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Good | Good | Very Good | Very Good | 25601 | 93.5 |
July 2017 | Good | Good | Very Good | Very Good | 25601 | 93.5 |
June 2016 | Good | Good | Very Good | Very Good | 25601 | 93.5 |
August 2015 | Good | Good | Very Good | Very Good | 28090 | 93.2 |
June 2014 | Good | Good | Very Good | Very Good | 28090 | 93.2 |
July 2013 | Good | Good | Very Good | Very Good | 28090 | 93.2 |
September 2012 | Good | Good | Very Good | Very Good | 28090 | 93.2 |
July 2011 | Good | Good | Very Good | Very Good | 28090 | 93.2 |
October 2010 | Fair | Satisfactory | Very Good | Very Good | 24140 | 93.6 |
December 2009 | Fair | Satisfactory | Very Good | Very Good | 24140 | 93.6 |
October 2008 | Good | Good | Very Good | Very Good | 24140 | 93.6 |
July 2007 | Good | Good | Excellent | Very Good | 24140 | 93.6 |
September 2006 | Good | Good | Excellent | Very Good | 24140 | 93.6 |
September 2005 | Good | Very Good | Excellent | Very Good | 20920 | 93.9 |
January 2005 | Good | Very Good | Excellent | Very Good | 20920 | 93.9 |
December 2003 | Good | Very Good | Excellent | Very Good | 23050 | 93.7 |
2000 | - | - | - | - | 23050 | 93.5 |
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. | 2,320 | 2,320 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 17,592 | 15,739 | 1,853 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 278 | 196 | 79 | 3 | 0 |
Joints |
Strip Seal Joint | linear ft. | 243 | 205 | 33 | 5 | 0 |
Bearings |
Elastomeric Bearing | each | 32 | 32 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 291 | 206 | 85 | 0 | 0 |