COPELAND ROAD over GREENBRIER CREEK
Map
Coordinates:
+33.64074, -83.2971933°38'27" N, 83°17'50" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COPELAND ROAD over GREENBRIER CREEK |
Structure number: | 000000013350090 |
Location: | 7.1 MI SW OF PENFIELD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 16.1 ft. [4.9 m] |
Total length: | 80.1 ft. [24.4 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.3 ft. [7.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 1950 |
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: | 5 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2016
Good/Fair/Poor Condition: | Poor |
Status: | Open, would be posted or closed except for temporary shoring [D] |
Average daily traffic: | 490 [as of 2012] |
Truck traffic: | 1% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Critical [2 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
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 minimum criteria [6] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 25.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $469,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2016 | Poor | Poor | Satisfactory | Critical | 490 | 25.7 |
May 2014 | Poor | Poor | Satisfactory | Critical | 490 | 25.7 |
May 2012 | Poor | Poor | Satisfactory | Poor | 470 | 25.8 |
December 2010 | Poor | Poor | Satisfactory | Poor | 500 | 25.7 |
June 2008 | Poor | Poor | Satisfactory | Critical | 500 | 25.7 |
May 2006 | Poor | Poor | Satisfactory | Critical | 170 | 32.2 |
May 2004 | Poor | Poor | Satisfactory | Poor | 200 | 49.8 |
April 2002 | Poor | Poor | Satisfactory | Poor | 740 | 46.7 |
April 2000 | Poor | Poor | Satisfactory | Poor | 480 | 25.7 |
May 1998 | Poor | Poor | Fair | Critical | 450 | 25.8 |
June 1996 | Poor | Poor | Fair | Critical | 420 | 25.9 |
September 1994 | Poor | Fair | Fair | Critical | 400 | 28.1 |
December 1992 | Poor | Fair | Fair | Critical | 400 | 28.1 |
April 1991 | Poor | Fair | Fair | Critical | 270 | 28.4 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 560 | 560 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 2,005 | 2,005 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,015 | 1,650 | 342 | 23 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 58 | 50 | 8 | 0 | 0 |
Steel Pile | each | 23 | 0 | 23 | 0 | 0 |
Timber Pile | each | 5 | 1 | 4 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 92 | 64 | 26 | 2 | 0 |
Joints |
Pourable Joint | linear ft. | 144 | 0 | 0 | 144 | 0 |