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COPELAND ROAD over GREENBRIER CREEK

Map

Coordinates:
+33.64074, -83.29719
33°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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016PoorPoorSatisfactoryCritical49025.7
May 2014PoorPoorSatisfactoryCritical49025.7
May 2012PoorPoorSatisfactoryPoor47025.8
December 2010PoorPoorSatisfactoryPoor50025.7
June 2008PoorPoorSatisfactoryCritical50025.7
May 2006PoorPoorSatisfactoryCritical17032.2
May 2004PoorPoorSatisfactoryPoor20049.8
April 2002PoorPoorSatisfactoryPoor74046.7
April 2000PoorPoorSatisfactoryPoor48025.7
May 1998PoorPoorFairCritical45025.8
June 1996PoorPoorFairCritical42025.9
September 1994PoorFairFairCritical40028.1
December 1992PoorFairFairCritical40028.1
April 1991PoorFairFairCritical27028.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.560560000
Steel Protective Coatingsq. ft.2,0052,005000
Deck
Reinforced Concrete Decksq. ft.2,0151,650342230
Substructure
Reinforced Concrete Abutmentlinear ft.5850800
Steel Pileeach2302300
Timber Pileeach51400
Reinforced Concrete Pier Caplinear ft.92642620
Joints
Pourable Jointlinear ft.144001440