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

Map

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

Facts

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]

Latest Available Inspection: October 2018

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

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactorySatisfactory749078.4
October 2016FairSatisfactorySatisfactorySatisfactory749078.4
October 2014FairSatisfactorySatisfactorySatisfactory749078.4
October 2012FairSatisfactorySatisfactorySatisfactory749080.5
January 2011GoodGoodGoodGood765080.4
November 2008GoodGoodGoodGood765080.4
September 2006GoodGoodGoodGood807080.0
August 2004GoodGoodGoodGood824079.8
August 2002GoodGoodVery GoodGood680086.6
August 2000GoodGoodVery GoodGood1190081.8
November 1998GoodGoodGoodGood977081.6
January 1996GoodVery GoodVery GoodVery Good977081.2
February 1994GoodVery GoodVery GoodVery Good977081.2
October 1991GoodVery GoodVery GoodVery Good977081.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.70,73969,2121,4061210
Deck
Reinforced Concrete Decksq. ft.166,416164,9481,46440
Prestressed Concrete Decksq. ft.555,910555,468426160
Superstructure
Steel Main Cablelinear ft.38,77638,769070
Substructure
Reinforced Concrete Columneach134124910
Reinforced Concrete Abutmentlinear ft.1621134720
Reinforced Concrete Pier Caplinear ft.4,6173,9404182590
Joints
Pourable Jointlinear ft.3,5353,14013237226
Compression Jointlinear ft.640286034320
Assembly with Sealeach1601461400
Bearings
Elastomeric Bearingeach1,7341,734000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.26,46722,1004,338290