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KY-738 over CLEAR FORK
Map
Coordinates:
+36.68139, -85.13167
36°40'53" N, 85°07'54" W
+36.68139, -85.13167
36°40'53" N, 85°07'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | KY-738 over CLEAR FORK |
| Structure number: | 027B00011N |
| Old structure number: | 027*0738*B0011 (from 1992 edition) |
| Location: | .20 MI SOU. OF JCT US 127 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 34.1 ft. [10.4 m] |
| Skew angle: | 45° |
| Owner: | State Highway Agency [01] |
| Year built: | 1935 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2017
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 1,636 [as of 2014] |
| Truck traffic: | 3% of total traffic |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| 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] |
| Culvert condition: | Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 43.8 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| December 2017 | Poor | 4 out of 10 | 1636 | 43.8 |
| December 2016 | Poor | 4 out of 10 | 1636 | 43.8 |
| December 2015 | Poor | 4 out of 10 | 1636 | 31.5 |
| January 2014 | Poor | 4 out of 10 | 2426 | 31.5 |
| December 2011 | Poor | 4 out of 10 | 2280 | 31.5 |
| December 2009 | Fair | 5 out of 10 | 2050 | 46.5 |
| December 2007 | Fair | 5 out of 10 | 2200 | 46.5 |
| December 2005 | Fair | 5 out of 10 | 2097 | 46.5 |
| December 2003 | Fair | 5 out of 10 | 3279 | 45.1 |
| December 2001 | Fair | 5 out of 10 | 3279 | 45.1 |
| December 1999 | Fair | 5 out of 10 | 3279 | 45.1 |
| December 1997 | Fair | 5 out of 10 | 3279 | 44.1 |
| December 1995 | Fair | 5 out of 10 | 1790 | 51.6 |
| December 1993 | Fair | 5 out of 10 | 1790 | 51.6 |
| December 1991 | Fair | 5 out of 10 | 1790 | 50.6 |
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 | ||||||
| Masonry Culvert | linear ft. | 62 | 0 | 38 | 24 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 34 | 34 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 272 | 272 | 0 | 0 | 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/1209799
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1209799