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EASTMAN DUBLIN HWY over GUM SWAMP CREEK

Dodge County, Georgia

Map

Coordinates:
+32.25464, -83.14014
32°15'17" N, 83°08'25" W

Facts

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

Name:	EASTMAN DUBLIN HWY over GUM SWAMP CREEK
Structure number:	000000009100400
Location:	4.5 MI NE OF EASTMAN
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	80.1 ft. `[24.4 m]`
Total length:	319.9 ft. `[97.5 m]`
Roadway width between curbs:	44.0 ft. `[13.4 m]`
Deck width edge-to-edge:	47.2 ft. `[14.4 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]`
Main span material:	Prestressed concrete `[5]`
Main span 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: November 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	2,650 `[as of 2012]`
Truck traffic:	7% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
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:	99.5
Estimated cost of work:	$1,875,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Good	Very Good	Good	Good	2650	99.5
December 2015	Good	Very Good	Good	Good	2650	99.5
December 2013	Good	Very Good	Good	Good	2650	99.5
December 2011	Good	Very Good	Good	Good	2950	99.5
December 2009	Good	Very Good	Good	Good	2770	99.5
December 2007	Good	Very Good	Good	Good	2770	99.5
November 2005	Good	Very Good	Good	Good	2970	99.4
December 2003	Good	Very Good	Good	Good	2800	99.2
January 2002	Good	Very Good	Good	Good	3000	99.2
December 1999	Good	Very Good	Good	Good	2690	99.2
February 1998	Good	Very Good	Very Good	Very Good	2690	99.2
September 1995	Good	Very Good	Very Good	Very Good	2690	99.1
October 1993	Good	Very Good	Very Good	Very Good	2690	99.1
March 1993	Good	Very Good	Very Good	Very Good	2690	99.1

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.	480	480	0	0	0
Reinforced Concrete Girder/Beam	linear ft.	1,440	1,440	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	3,784	3,784	0	0	0
Reinforced Concrete Top Flange	sq. ft.	11,352	11,352	0	0	0
Substructure
Reinforced Concrete Column	each	4	2	2	0	0
Reinforced Concrete Abutment	linear ft.	48	48	0	0	0
Steel Pile	each	24	6	18	0	0
Steel Protective Coating	sq. ft.	1,299	0	0	1,226	73
Reinforced Concrete Pier Cap	linear ft.	266	258	8	0	0
Joints
Pourable Joint	linear ft.	132	44	44	0	44
Bearings
Elastomeric Bearing	each	12	12	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	520	514	6	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/1094577