US-127 over CEDAR CREEK
Map
Coordinates:
+38.41833, -84.8636138°25'06" N, 84°51'49" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-127 over CEDAR CREEK |
Structure number: | 094B00040N |
Location: | .3 MI. S JCT KY 355 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 145.0 ft. [44.2 m] |
Total length: | 463.9 ft. [141.4 m] |
Roadway width between curbs: | 47.9 ft. [14.6 m] |
Deck width edge-to-edge: | 51.2 ft. [15.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 2000 |
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: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
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: | 3,331 [as of 2016] |
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 minimum criteria [6] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Good | Good | Good | Good | 3331 | 99.7 |
April 2015 | Good | Good | Good | Good | 3167 | 99.7 |
April 2013 | Good | Good | Good | Good | 3186 | 99.7 |
April 2011 | Good | Good | Good | Good | 3280 | 99.7 |
April 2009 | Good | Good | Good | Good | 3020 | 99.7 |
June 2007 | Good | Good | Very Good | Very Good | 3170 | 99.7 |
June 2005 | Good | Good | Very Good | Very Good | 3115 | 99.7 |
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 Girder/Beam | linear ft. | 2,320 | 2,315 | 5 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 23,748 | 23,730 | 18 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 42 | 42 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 196 | 188 | 8 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 10 | 10 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 98 | 98 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 103 | 40 | 12 | 16 | 35 |
Bearings |
Elastomeric Bearing | each | 20 | 10 | 10 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 924 | 924 | 0 | 0 | 0 |