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KY-355 over CLAY LICK CREEK @GRATZ
Map
Coordinates:
+38.47417, -84.95583
38°28'27" N, 84°57'21" W
+38.47417, -84.95583
38°28'27" N, 84°57'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | KY-355 over CLAY LICK CREEK @GRATZ |
| Structure number: | 094B00012N |
| Old structure number: | 094*0355*B0012 (from 1992 edition) |
| Location: | .15 MI NOR. OF JCT KY 22 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 24.0 ft. [7.3 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1944 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: April 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 650 [as of 2015] |
| Truck traffic: | 22% of total traffic |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 84.9 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| April 2017 | Fair | 5 out of 10 | 650 | 84.9 |
| April 2015 | Fair | 5 out of 10 | 588 | 85.0 |
| April 2013 | Fair | 5 out of 10 | 618 | 84.9 |
| July 2011 | Fair | 5 out of 10 | 598 | 85.0 |
| June 2009 | Fair | 5 out of 10 | 602 | 85.0 |
| June 2007 | Fair | 6 out of 10 | 671 | 96.0 |
| June 2005 | Fair | 6 out of 10 | 781 | 95.8 |
| April 2003 | Good | 8 out of 10 | 635 | 96.0 |
| April 2001 | Good | 8 out of 10 | 635 | 96.0 |
| April 1999 | Good | 8 out of 10 | 635 | 96.0 |
| April 1997 | Good | 8 out of 10 | 635 | 96.0 |
| July 1995 | Fair | 5 out of 10 | 498 | 85.1 |
| May 1993 | Good | 8 out of 10 | 498 | 82.7 |
| April 1991 | Good | 7 out of 10 | 498 | 82.7 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 258 | 114 | 140 | 4 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1218098
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1218098