Share:

EASTMAN DUBLIN HWY over GUM SWAMP CREEK

Dodge County, Georgia

Map

Coordinates:
+32.25419, -83.14038
32°15'15" 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: December 2015

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]`
Operating rating:	66.3 tons `[60.3 metric tons]`
Inventory rating:	39.6 tons `[36.0 metric tons]`
Sufficiency rating:	99.5
Estimated cost of work:	$1,875,000

Previous Inspections

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

Element Data

Source: National Bridge Elements dataset, 2016 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	4	0	0	0
Reinforced Concrete Abutment	linear ft.	48	48	0	0	0
Steel Pile	each	24	0	24	0	0
Steel Protective Coating	sq. ft.	1,299	0	0	1,299	0
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 2012-18, 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