US-127 over EAGLE CREEK
Map
Coordinates:
+38.70611, -84.8252838°42'22" N, 84°49'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-127 over EAGLE CREEK |
Structure number: | 094B00035N |
Old structure number: | 094*0127*B0035 (from 1992 edition) |
Location: | ON GALLATIN - OWEN CO LNE |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 70.9 ft. [21.6 m] |
Total length: | 428.2 ft. [130.5 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 39.4 ft. [12.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1993 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 6 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,387 [as of 2015] |
Truck traffic: | 7% 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 99.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Good | Good | Good | Good | 1387 | 99.6 |
April 2015 | Good | Good | Good | Good | 1316 | 99.6 |
April 2013 | Good | Good | Good | Good | 1536 | 99.6 |
April 2011 | Good | Good | Good | Good | 1710 | 99.5 |
March 2009 | Good | Good | Good | Good | 1620 | 99.5 |
May 2007 | Good | Very Good | Very Good | Good | 1440 | 99.6 |
June 2005 | Good | Very Good | Very Good | Good | 1323 | 99.6 |
April 2003 | Good | Very Good | Very Good | Very Good | 1188 | 99.7 |
April 2001 | Good | Very Good | Very Good | Very Good | 1188 | 97.7 |
April 1999 | Good | Very Good | Very Good | Very Good | 1188 | 97.7 |
April 1997 | Good | Very Good | Very Good | Very Good | 1188 | 97.7 |
March 1995 | Good | Excellent | Excellent | Excellent | 1040 | 97.7 |
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 |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 1,712 | 1,711 | 1 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 16,856 | 16,851 | 5 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 15 | 14 | 1 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 94 | 94 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 132 | 117 | 15 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 185 | 175 | 10 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 79 | 0 | 50 | 0 | 29 |
Bearings |
Elastomeric Bearing | each | 48 | 44 | 4 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 856 | 856 | 0 | 0 | 0 |