KY-88 over GREEN RIVER
Map
Coordinates:
+37.26667, -85.5816737°16'00" N, 85°34'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | KY-88 over GREEN RIVER |
Structure number: | 044B00035N |
Old structure number: | 044*0088*B0035 (from 1992 edition) |
Location: | .2 MI E OF JCT KY 1464 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 100.1 ft. [30.5 m] |
Total length: | 515.1 ft. [157.0 m] |
Roadway width between curbs: | 40.0 ft. [12.2 m] |
Deck width edge-to-edge: | 43.3 ft. [13.2 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1980 |
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: | 6 |
Main spans material: | Prestressed concrete continuous [6] |
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: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,333 [as of 2016] |
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: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 97.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Good | Good | Good | 2333 | 97.2 |
October 2015 | Good | Good | Good | Good | 2157 | 97.4 |
October 2013 | Good | Good | Good | Good | 2140 | 97.4 |
October 2011 | Good | Very Good | Very Good | Very Good | 2030 | 97.5 |
October 2009 | Good | Very Good | Very Good | Very Good | 2130 | 97.4 |
October 2007 | Good | Very Good | Very Good | Very Good | 2060 | 97.5 |
October 2005 | Good | Very Good | Very Good | Very Good | 2143 | 97.4 |
October 2003 | Good | Very Good | Very Good | Very Good | 1701 | 97.9 |
October 2001 | Good | Very Good | Very Good | Very Good | 1701 | 97.9 |
October 1999 | Good | Very Good | Very Good | Very Good | 1701 | 94.9 |
October 1997 | Good | Very Good | Very Good | Very Good | 1701 | 94.9 |
October 1995 | Good | Very Good | Very Good | Very Good | 1049 | 95.7 |
October 1993 | Good | Very Good | Very Good | Very Good | 1049 | 95.7 |
October 1991 | Good | Very Good | Very Good | Very Good | 1049 | 95.7 |
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. | 3,090 | 3,084 | 2 | 4 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 22,307 | 22,084 | 223 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 15 | 13 | 2 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 88 | 88 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 220 | 220 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 80 | 40 | 40 | 0 | 0 |
Assembly with Seal | each | 40 | 0 | 40 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 72 | 72 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,030 | 1,030 | 0 | 0 | 0 |