TALMADGE MEMORIAL over M4032- 2 SR 25C- 2 CR744

Map

Coordinates:
+32.08857, -81.09868
32°05'19" N, 81°05'55" W

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

Name:	TALMADGE MEMORIAL over M4032- 2 SR 25C- 2 CR744
Structure number:	000000005101690
Location:	NW SECTION OF SAVANNAH
Purpose:	Carries highway over highway and waterway
Route classification:	Principal Arterial - Interstate (Rural) `[01]`
Length of largest span:	1100.1 ft. `[335.3 m]`
Total length:	8852.5 ft. `[2698.1 m]`
Roadway width between curbs:	67.9 ft. `[20.7 m]`
Deck width edge-to-edge:	81.7 ft. `[24.9 m]`
Vertical clearance below bridge:	183.7 ft. `[56.0 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1991
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:	Concrete continuous `[2]`
Main spans design:	Stayed girder `[14]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	7,490 `[as of 2011]`
Truck traffic:	1% of total traffic
Deck condition:	Satisfactory `[6 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:	Equal to present minimum criteria `[6]`
Underclearances 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 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]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	78.4
Estimated cost of work:	$80,178,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Fair	Satisfactory	Satisfactory	Satisfactory	7490	78.4
October 2016	Fair	Satisfactory	Satisfactory	Satisfactory	7490	78.4
October 2014	Fair	Satisfactory	Satisfactory	Satisfactory	7490	78.4
October 2012	Fair	Satisfactory	Satisfactory	Satisfactory	7490	80.5
January 2011	Good	Good	Good	Good	7650	80.4
November 2008	Good	Good	Good	Good	7650	80.4
September 2006	Good	Good	Good	Good	8070	80.0
August 2004	Good	Good	Good	Good	8240	79.8
August 2002	Good	Good	Very Good	Good	6800	86.6
August 2000	Good	Good	Very Good	Good	11900	81.8
November 1998	Good	Good	Good	Good	9770	81.6
January 1996	Good	Very Good	Very Good	Very Good	9770	81.2
February 1994	Good	Very Good	Very Good	Very Good	9770	81.2
October 1991	Good	Very Good	Very Good	Very Good	9770	81.2

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.	70,739	69,212	1,406	121	0
Deck
Reinforced Concrete Deck	sq. ft.	166,416	164,948	1,464	4	0
Prestressed Concrete Deck	sq. ft.	555,910	555,468	426	16	0
Superstructure
Steel Main Cable	linear ft.	38,776	38,769	0	7	0
Substructure
Reinforced Concrete Column	each	134	124	9	1	0
Reinforced Concrete Abutment	linear ft.	162	113	47	2	0
Reinforced Concrete Pier Cap	linear ft.	4,617	3,940	418	259	0
Joints
Pourable Joint	linear ft.	3,535	3,140	132	37	226
Compression Joint	linear ft.	640	286	0	34	320
Assembly with Seal	each	160	146	14	0	0
Bearings
Elastomeric Bearing	each	1,734	1,734	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	26,467	22,100	4,338	29	0