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OLD SAVANNAH ROAD over BIG LONG CREEK

Emanuel County, Georgia

Map

Coordinates:
+32.78194, -82.20595
32°46'55" N, 82°12'21" W

Facts

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

Name:	OLD SAVANNAH ROAD over BIG LONG CREEK
Structure number:	000000010700750
Location:	4.8 MI NE OF SUMMERTOWN
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	27.9 ft. `[8.5 m]`
Total length:	111.9 ft. `[34.1 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	30.2 ft. `[9.2 m]`
Owner:	County Highway Agency `[02]`
Year built:	1961
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	4
Main spans material:	Concrete `[1]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: October 2015

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	330 `[as of 2012]`
Truck traffic:	1% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	36.6 tons `[33.3 metric tons]`
Inventory rating:	21.8 tons `[19.8 metric tons]`
Sufficiency rating:	70.9
Estimated cost of work:	$656,000

Previous Inspections

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
October 2015	70.9	Good	Good	Good	Good	-	330
October 2013	70.9	Good	Good	Good	Good	-	330
November 2011	70.9	Good	Good	Good	Good	-	340
November 2009	70.9	Good	Good	Good	Good	-	360
September 2007	70.9	Good	Good	Good	Good	-	360
September 2005	69.7	Good	Good	Good	Good	-	420
October 2003	71.0	Good	Good	Good	Good	-	300
December 2001	73.5	Good	Good	Good	Good	-	300
December 1999	72.3	Good	Good	Good	Good	-	340
November 1997	72.3	Good	Good	Good	Good	-	340
July 1995	72.4	Good	Good	Good	Good	-	340
September 1993	72.4	Good	Good	Good	Good	-	340
September 1991	72.4	Good	Good	Good	Good	-	340

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
Reinforced Concrete Girder/Beam	linear ft.	448	448	0	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	3,360	3,360	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	46	46	0	0	0
Prestressed Concrete Pile	each	12	8	4	0	0
Reinforced Concrete Pier Cap	linear ft.	69	67	2	0	0
Joints
Pourable Joint	linear ft.	120	0	0	120	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	224	224	0	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/1095208