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SR 52 over YAHOOLA CREEK

Lumpkin County, Georgia

Map

Coordinates:
+34.54238, -83.97104
34°32'33" N, 83°58'16" W

Facts

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

Name:	SR 52 over YAHOOLA CREEK
Structure number:	000000018700100
Location:	@ E DAHLONEGA CTY LMT
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	111.9 ft. `[34.1 m]`
Total length:	375.0 ft. `[114.3 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	34.1 ft. `[10.4 m]`
Skew angle:	99°
Owner:	State Highway Agency `[01]`
Year built:	1960
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:	5
Main spans material:	Steel continuous `[4]`
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: January 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	6,110 `[as of 2012]`
Truck traffic:	3% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Scour condition:	Bridge with "unknown" foundation that has not been evaluated for scour. `[U]`
Sufficiency rating:	66.3
Estimated cost of work:	$2,198,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2018	Fair	Fair	Satisfactory	Fair	6110	66.3
January 2016	Fair	Fair	Fair	Fair	6110	66.3
January 2014	Fair	Fair	Fair	Fair	6110	66.3
December 2011	Fair	Fair	Fair	Fair	6320	66.2
December 2009	Fair	Fair	Satisfactory	Good	6500	77.5
December 2007	Fair	Fair	Satisfactory	Good	6500	77.5
November 2005	Fair	Fair	Satisfactory	Good	7140	77.3
December 2003	Fair	Fair	Satisfactory	Good	7200	77.3
December 2001	Fair	Satisfactory	Satisfactory	Good	5800	78.6
February 2000	Fair	Satisfactory	Satisfactory	Good	5500	78.7
February 1998	Fair	Satisfactory	Satisfactory	Good	5130	78.8
October 1995	Fair	Fair	Satisfactory	Good	5130	77.5
November 1993	Fair	Fair	Good	Good	5130	77.5
January 1992	Fair	Satisfactory	Good	Good	5130	78.6

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
Steel Girder/Beam	linear ft.	1,875	1,619	132	124	0
Steel Protective Coating	sq. ft.	18,233	16,693	1,400	140	0
Deck
Reinforced Concrete Deck	sq. ft.	12,750	4,790	4,900	3,060	0
Substructure
Reinforced Concrete Column	each	8	0	8	0	0
Reinforced Concrete Abutment	linear ft.	68	0	68	0	0
Reinforced Concrete Pier Cap	linear ft.	121	80	36	5	0
Joints
Strip Seal Joint	linear ft.	56	56	0	0	0
Pourable Joint	linear ft.	112	0	112	0	0
Bearings
Movable Bearing	each	20	0	12	8	0
Steel Protective Coating	sq. ft.	40	7	13	12	8
Fixed Bearing	each	15	3	12	0	0
Steel Protective Coating	sq. ft.	30	21	9	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	750	610	140	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/1099585