Share: 
CRESSMONT RD over LOWER SINKING CREEK
Map
Coordinates:
+37.53694, -83.81028
37°32'13" N, 83°48'37" W
+37.53694, -83.81028
37°32'13" N, 83°48'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CRESSMONT RD over LOWER SINKING CREEK |
| Structure number: | 065C00013N |
| Location: | 2 MI W OF JCT KY 399 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 75.1 ft. [22.9 m] |
| Total length: | 80.1 ft. [24.4 m] |
| Roadway width between curbs: | 22.6 ft. [6.9 m] |
| Deck width edge-to-edge: | 24.3 ft. [7.4 m] |
| Skew angle: | 30° |
| Owner: | County Highway Agency [02] |
| Year built: | 1979 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 200 [as of 2006] |
| Deck condition: | Satisfactory [6 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: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 88.3 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2017 | Fair | Satisfactory | Good | Good | 200 | 88.3 |
| March 2015 | Fair | Satisfactory | Good | Good | 200 | 88.3 |
| March 2013 | Fair | Satisfactory | Good | Good | 200 | 88.3 |
| January 2012 | Fair | Satisfactory | Good | Good | 200 | 88.3 |
| January 2010 | Fair | Satisfactory | Good | Good | 200 | 88.3 |
| December 2007 | Fair | Satisfactory | Good | Good | 200 | 88.3 |
| November 2005 | Good | Good | Good | Good | 200 | 88.3 |
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 Closed Web/Box Girder | linear ft. | 640 | 640 | 0 | 0 | 0 |
| Deck | ||||||
| Prestressed Concrete Top Flange | sq. ft. | 1,944 | 1,847 | 97 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 84 | 84 | 0 | 0 | 0 |
| Reinforced Concrete Pile Cap/Footing | linear ft. | 3 | 3 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 160 | 160 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 800 | 800 | 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/1215005
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1215005