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BEVERLY LN over BRUSH CREEK
Map
Coordinates:
+38.67472, -84.79861
38°40'29" N, 84°47'55" W
+38.67472, -84.79861
38°40'29" N, 84°47'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | BEVERLY LN over BRUSH CREEK |
| Structure number: | 094C00003N |
| Location: | .3 MI NW OF JCT CR 5028 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 87.9 ft. [26.8 m] |
| Total length: | 90.9 ft. [27.7 m] |
| Roadway width between curbs: | 13.5 ft. [4.1 m] |
| Deck width edge-to-edge: | 15.4 ft. [4.7 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1970 |
| 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: January 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 117 [as of 2006] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| 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: | 77.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2017 | Fair | Good | Satisfactory | Satisfactory | 117 | 77.9 |
| January 2015 | Fair | Good | Satisfactory | Satisfactory | 117 | 77.9 |
| January 2013 | Fair | Good | Satisfactory | Satisfactory | 117 | 77.9 |
| January 2011 | Fair | Good | Satisfactory | Satisfactory | 117 | 77.9 |
| February 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 117 | 77.9 |
| April 2007 | Good | Good | Good | Good | 117 | 49.2 |
| April 2005 | Good | Good | Good | Good | 75 | 52.3 |
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. | 455 | 445 | 10 | 0 | 0 |
| Deck | ||||||
| Prestressed Concrete Top Flange | sq. ft. | 1,401 | 1,401 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 90 | 73 | 17 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 182 | 0 | 174 | 0 | 8 |
| Steel Protective Coating | sq. ft. | 910 | 410 | 500 | 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/1218125
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1218125