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COPELAND ROAD over GREENBRIER CREEK

Greene County, Georgia

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

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

© Copyright 2012-19, 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/1097250