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OLD KY-90 over OTTER CREEK
Map
Coordinates:
+36.77167, -84.98000
36°46'18" N, 84°58'48" W
+36.77167, -84.98000
36°46'18" N, 84°58'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | OLD KY-90 over OTTER CREEK |
| Structure number: | 116C00018N |
| Location: | .2 MI S OF JCT OLD KY 90 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 49.9 ft. [15.2 m] |
| Total length: | 159.1 ft. [48.5 m] |
| Roadway width between curbs: | 19.0 ft. [5.8 m] |
| Deck width edge-to-edge: | 22.0 ft. [6.7 m] |
| Skew angle: | 30° |
| Owner: | County Highway Agency [02] |
| Year built: | 1940 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Truck traffic: | 7% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 63.2 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2017 | Fair | Fair | Fair | Satisfactory | - | 63.2 |
| January 2017 | Fair | Fair | Fair | Satisfactory | - | 63.2 |
| March 2015 | Fair | Fair | Fair | Satisfactory | 9 | 56.5 |
| March 2013 | Fair | Fair | Fair | Satisfactory | 9 | 56.5 |
| March 2011 | Fair | Fair | Fair | Satisfactory | - | 56.5 |
| March 2009 | Fair | Fair | Satisfactory | Satisfactory | 9 | 66.5 |
| March 2007 | Fair | Fair | Satisfactory | Satisfactory | 9 | 66.5 |
| March 2005 | Fair | Fair | Satisfactory | Satisfactory | 5 | 66.5 |
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 | ||||||
| Reinforced Concrete Girder/Beam | linear ft. | 636 | 523 | 110 | 3 | 0 |
| Deck | ||||||
| Reinforced Concrete Top Flange | sq. ft. | 3,498 | 0 | 3,498 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 4 | 0 | 2 | 2 | 0 |
| Reinforced Concrete Abutment | linear ft. | 174 | 0 | 161 | 13 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 50 | 30 | 20 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 44 | 0 | 22 | 22 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 314 | 0 | 264 | 40 | 10 |
© 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/1220377
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1220377