Share: 
BLACKFORD CHURCH R over MEADOW CREEK
Map
Coordinates:
+37.45333, -87.94667
37°27'12" N, 87°56'48" W
+37.45333, -87.94667
37°27'12" N, 87°56'48" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | BLACKFORD CHURCH R over MEADOW CREEK |
| Structure number: | 028C00048N |
| Location: | .6 MI SE OF JCT US 60 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 26.9 ft. [8.2 m] |
| Total length: | 29.9 ft. [9.1 m] |
| Roadway width between curbs: | 13.8 ft. [4.2 m] |
| Deck width edge-to-edge: | 15.4 ft. [4.7 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1980 |
| 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: | Bituminous [6] |
Latest Available Inspection: March 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 22 [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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 75.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2017 | Fair | Good | Satisfactory | Satisfactory | 22 | 75.9 |
| September 2015 | Fair | Good | Satisfactory | Satisfactory | 22 | 75.9 |
| March 2013 | Fair | Good | Satisfactory | Satisfactory | 22 | 78.0 |
| March 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 22 | 79.0 |
| March 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 22 | 79.0 |
| April 2008 | Good | Good | Good | Good | 22 | 60.4 |
| April 2007 | Good | Good | Good | Good | 23 | 60.4 |
| April 2005 | Good | Good | Good | Good | 20 | 60.4 |
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. | 150 | 0 | 120 | 30 | 0 |
| Deck | ||||||
| Prestressed Concrete Top Flange | sq. ft. | 460 | 0 | 460 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 417 | 417 | 0 | 0 | 0 |
| Substructure | ||||||
| Steel Column | each | 8 | 0 | 8 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 115 | 0 | 115 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 34 | 0 | 34 | 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/1209891
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1209891