Share: 
KY-37 over JOHNSONS BR @HANKLA
Map
Coordinates:
+37.55778, -84.89139
37°33'28" N, 84°53'29" W
+37.55778, -84.89139
37°33'28" N, 84°53'29" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | KY-37 over JOHNSONS BR @HANKLA |
| Structure number: | 011B00018N |
| Old structure number: | 011*0037*B0018 (from 1992 edition) |
| Location: | .1 MI W OF JCT KY 1822 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 17.1 ft. [5.2 m] |
| Total length: | 38.1 ft. [11.6 m] |
| Skew angle: | 45° |
| Owner: | State Highway Agency [01] |
| Year built: | 1949 |
| 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: October 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 360 [as of 2017] |
| Truck traffic: | 11% of total traffic |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
| 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: | 71.6 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| October 2018 | Fair | 5 out of 10 | 360 | 71.6 |
| October 2016 | Fair | 5 out of 10 | 459 | 58.2 |
| October 2014 | Fair | 5 out of 10 | 525 | 58.1 |
| October 2012 | Fair | 5 out of 10 | 467 | 58.2 |
| October 2010 | Fair | 5 out of 10 | 583 | 41.8 |
| October 2008 | Fair | 5 out of 10 | 586 | 41.8 |
| October 2006 | Fair | 5 out of 10 | 528 | 41.9 |
| October 2004 | Fair | 5 out of 10 | 499 | 41.9 |
| October 2002 | Fair | 5 out of 10 | 941 | 48.3 |
| October 2000 | Fair | 5 out of 10 | 941 | 48.3 |
| October 1998 | Fair | 6 out of 10 | 941 | 55.5 |
| October 1996 | Good | 7 out of 10 | 941 | 55.5 |
| October 1994 | Good | 7 out of 10 | 539 | 63.2 |
| October 1992 | Good | 7 out of 10 | 539 | 63.2 |
| October 1990 | Good | 7 out of 10 | 539 | 63.2 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Substructure | ||||||
| Reinforced Concrete Pile Cap/Footing | linear ft. | 50 | 45 | 5 | 0 | 0 |
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 78 | 56 | 9 | 13 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 72 | 72 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 360 | 360 | 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/1207811
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1207811