IR 71 over PLUM ST. PEDESTRAIN WALK
Map
Coordinates:
+39.09769, -84.5169839°05'52" N, 84°31'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | IR 71 over PLUM ST. PEDESTRAIN WALK |
Structure number: | 3106055 |
Location: | S.OF 3RD ST. OVER PLUM ST |
Purpose: | Carries highway over pedestrian/bicycle trail |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 65.9 ft. [20.1 m] |
Total length: | 67.3 ft. [20.5 m] |
Roadway width between curbs: | 69.9 ft. [21.3 m] |
Deck width edge-to-edge: | 73.8 ft. [22.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 2000 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Other [9] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 48,561 [as of 2015] |
Truck traffic: | 14% 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: | Better than present minimum criteria [7] |
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 |
---|
September 2018 | Good | Good | Good | Good | 48561 | 93.5 |
April 2017 | Good | Good | Good | Good | 48561 | 93.5 |
October 2016 | Good | Good | Good | Good | 48561 | 93.5 |
August 2015 | Good | Good | Good | Good | 52575 | 93.1 |
September 2014 | Good | Good | Good | Good | 52575 | 93.1 |
September 2013 | Good | Good | Good | Good | 52575 | 93.1 |
November 2012 | Good | Good | Good | Good | 52575 | 93.1 |
August 2011 | Good | Good | Good | Good | 52575 | 90.7 |
November 2010 | Fair | Satisfactory | Good | Good | 113000 | 84.9 |
September 2009 | Good | Good | Good | Good | 113000 | 84.9 |
December 2008 | Fair | Good | Satisfactory | Good | 113000 | 84.9 |
December 2007 | Good | Good | Good | Good | 113000 | 84.9 |
September 2006 | Good | Good | Good | Very Good | 113000 | 69.7 |
November 2005 | Good | Very Good | Very Good | Very Good | 133730 | 68.4 |
September 2004 | Good | Very Good | Very Good | Very Good | 133730 | 68.4 |
November 2003 | Good | Very Good | Very Good | Very Good | 27770 | 75.1 |
November 2002 | Good | Excellent | Excellent | Excellent | 27770 | 75.1 |
December 2001 | Good | Very Good | Excellent | Excellent | 27770 | 75.1 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Wearing Surfaces | sq. ft. | 4,691 | 1,191 | 3,500 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 148 | 133 | 15 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 135 | 82 | 43 | 10 | 0 |