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SR 79 over SOAP CREEK

Lincoln County, Georgia

Map

Coordinates:
+33.83183, -82.47232
33°49'55" N, 82°28'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	SR 79 over SOAP CREEK
Structure number:	000000018100200
Location:	2.7 MI NE OF LINCOLNTON
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	40.0 ft. `[12.2 m]`
Total length:	240.2 ft. `[73.2 m]`
Roadway width between curbs:	38.1 ft. `[11.6 m]`
Deck width edge-to-edge:	41.3 ft. `[12.6 m]`
Owner:	State Highway Agency `[01]`
Year built:	1993
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	6
Main spans material:	Prestressed concrete `[5]`
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: December 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	770 `[as of 2011]`
Truck traffic:	15% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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:	99.7
Estimated cost of work:	$1,407,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Fair	Good	Very Good	Satisfactory	770	99.7
December 2016	Fair	Good	Very Good	Fair	770	88.6
December 2014	Fair	Good	Very Good	Fair	770	88.6
December 2012	Fair	Good	Very Good	Fair	770	88.6
January 2011	Fair	Good	Very Good	Fair	1000	88.5
January 2009	Fair	Good	Very Good	Fair	1000	88.5
December 2006	Fair	Good	Very Good	Fair	890	88.6
December 2004	Fair	Good	Very Good	Fair	1000	88.5
December 2002	Fair	Good	Very Good	Fair	2100	87.0
December 2000	Fair	Very Good	Very Good	Fair	3900	86.1
December 1998	Fair	Very Good	Very Good	Fair	3100	86.5
February 1997	Good	Very Good	Very Good	Good	1900	99.2
March 1995	Good	Very Good	Very Good	Very Good	1900	99.1
June 1993	Good	Very Good	Very Good	Very Good	1340	99.4

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 Girder/Beam	linear ft.	1,200	1,200	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	9,912	9,792	120	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	84	76	8	0	0
Steel Pile	each	45	25	4	16	0
Steel Protective Coating	sq. ft.	3,572	3,572	0	0	0
Reinforced Concrete Pier Cap	linear ft.	190	165	25	0	0
Joints
Pourable Joint	linear ft.	266	190	0	76	0
Bearings
Elastomeric Bearing	each	60	60	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	480	420	60	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/1099383