US 50 over DEER CREEK
Map
Coordinates:
+38.92453, -85.9618438°55'28" N, 85°57'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 50 over DEER CREEK |
Structure number: | 018590 |
Location: | 04.47 W SR 11 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 78.1 ft. [23.8 m] |
Roadway width between curbs: | 45.3 ft. [13.8 m] |
Deck width edge-to-edge: | 48.2 ft. [14.7 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1999 |
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: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 10,143 [as of 2004] |
Truck traffic: | 8% 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] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 96.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Good | Good | Good | Good | 10143 | 96.2 |
July 2015 | Good | Good | Good | Good | 10143 | 96.2 |
July 2013 | Good | Good | Good | Good | 10143 | 96.2 |
July 2011 | Good | Good | Good | Good | 10143 | 96.2 |
July 2009 | Good | Good | Good | Good | 10143 | 96.2 |
September 2007 | Good | Good | Good | Good | 10143 | 96.2 |
September 2005 | Good | Good | Good | Very Good | 10143 | 96.2 |
October 2003 | Good | Very Good | Very Good | Very Good | 9944 | 96.3 |
November 2001 | Good | Very Good | Very Good | Very Good | 9944 | 96.3 |
January 2000 | Good | Very Good | Very Good | Very Good | 8823 | 94.7 |
May 1998 | Fair | Fair | Fair | Fair | 8823 | 69.6 |
June 1996 | Fair | Fair | Fair | Fair | 8823 | 69.6 |
August 1994 | Fair | Fair | Fair | Fair | 12200 | 16.0 |
April 1993 | Poor | Fair | Fair | Poor | 12200 | 16.0 |
August 1990 | Poor | Fair | Fair | Serious | 12200 | 16.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 112 | 108 | 4 | 0 | 0 |
Steel Pile | each | 20 | 20 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 112 | 112 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 105 | 105 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 154 | 154 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 3,710 | 3,643 | 67 | 0 | 0 |