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SR 53 over SHOAL CREEK

Dawson County, Georgia

Map

Coordinates:
+34.42101, -84.14666
34°25'16" N, 84°08'48" W

Facts

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

Name:	SR 53 over SHOAL CREEK
Structure number:	000000008500100
Location:	1.6 MI W OF DAWSONVILLE
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	77.1 ft. `[23.5 m]`
Total length:	231.0 ft. `[70.4 m]`
Roadway width between curbs:	46.9 ft. `[14.3 m]`
Deck width edge-to-edge:	50.5 ft. `[15.4 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1970
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:	3
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: August 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	6,080 `[as of 2012]`
Truck traffic:	1% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	89.5
Estimated cost of work:	$1,354,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Fair	Fair	Satisfactory	Satisfactory	6080	89.5
July 2017	Fair	Fair	Satisfactory	Satisfactory	6080	89.5
June 2015	Fair	Fair	Satisfactory	Satisfactory	6080	89.5
June 2013	Fair	Fair	Satisfactory	Satisfactory	6080	89.5
July 2011	Fair	Fair	Satisfactory	Satisfactory	4510	90.1
July 2009	Fair	Satisfactory	Satisfactory	Satisfactory	5760	90.7
June 2007	Fair	Satisfactory	Satisfactory	Satisfactory	5760	90.7
June 2005	Fair	Satisfactory	Good	Good	6170	90.5
July 2003	Fair	Satisfactory	Good	Good	6000	90.6
July 2001	Fair	Satisfactory	Good	Good	4400	95.4
October 1999	Fair	Satisfactory	Good	Good	4400	95.3
August 1997	Fair	Satisfactory	Good	Good	4400	93.3
June 1995	Fair	Satisfactory	Very Good	Good	4190	94.4
June 1993	Good	Good	Very Good	Good	4190	94.4
June 1991	Good	Good	Very Good	Good	4190	94.4

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
Steel Girder/Beam	linear ft.	1,386	1,386	0	0	0
Steel Protective Coating	sq. ft.	13,707	13,707	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	11,643	4,902	2,000	4,741	0
Substructure
Reinforced Concrete Column	each	6	6	0	0	0
Reinforced Concrete Abutment	linear ft.	100	100	0	0	0
Reinforced Concrete Pier Cap	linear ft.	100	100	0	0	0
Joints
Pourable Joint	linear ft.	141	0	0	141	0
Bearings
Movable Bearing	each	18	18	0	0	0
Fixed Bearing	each	18	18	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	462	462	0	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/1093995