AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E....

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AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC Fabrication and Placement of Drilled Shaft Reinforcing Cages

Transcript of AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E....

Page 1: AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC AASHTO Subcommittee.

AASHTO Subcommittee on ConstructionVirginia Beach, Virginia

August 2, 2011

Barry D. Siel, P.E.Senior Geotechnical Engineer

FHWA-RC

AASHTO Subcommittee on ConstructionVirginia Beach, Virginia

August 2, 2011

Barry D. Siel, P.E.Senior Geotechnical Engineer

FHWA-RC

Fabrication and Placement of Drilled Shaft Reinforcing CagesFabrication and Placement of Drilled Shaft Reinforcing Cages

Page 2: AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC AASHTO Subcommittee.

Attributes of Rebar Attributes of Rebar Cages to Assure Good Cages to Assure Good ConstructabilityConstructability

Attributes of Rebar Attributes of Rebar Cages to Assure Good Cages to Assure Good ConstructabilityConstructability

Page 3: AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC AASHTO Subcommittee.

Longitudinal ReinforcingLongitudinal Reinforcing

Page 4: AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC AASHTO Subcommittee.

Selecting Bar Sizes: A Practical Selecting Bar Sizes: A Practical CompromiseCompromise

• Make Bars as Large As Possible for Better Flow Make Bars as Large As Possible for Better Flow Paths for Concrete (Constructability)Paths for Concrete (Constructability)

• Make Bars as Small As Possible to Minimize Make Bars as Small As Possible to Minimize Crack Size (Durability)Crack Size (Durability)

• SplicesSplicesUse Only Lap or Mechanical SplicesUse Only Lap or Mechanical SplicesLocate Splices As Deep As PossibleLocate Splices As Deep As Possible

Page 5: AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC AASHTO Subcommittee.

Splice 50 ft Below Splice 50 ft Below Top of ShaftTop of Shaft

Page 6: AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC AASHTO Subcommittee.

Transverse ReinforcingTransverse Reinforcing

Page 7: AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC AASHTO Subcommittee.

Transverse ReinforcingTransverse Reinforcing

Page 8: AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC AASHTO Subcommittee.

Cage Design for Constructability Cage Design for Constructability

• Clear Spacing Between All Bars Clear Spacing Between All Bars 5 D of Largest 5 D of Largest Coarse Aggregate or 5 inches, (whichever is Coarse Aggregate or 5 inches, (whichever is larger) to Allow Placement of Concretelarger) to Allow Placement of Concrete

Bundle Bars if NecessaryBundle Bars if Necessary

• Tie Transverse Steel Every LapTie Transverse Steel Every Lap

Page 9: AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC AASHTO Subcommittee.
Page 10: AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC AASHTO Subcommittee.

Concentric Rebar CagesConcentric Rebar Cages

Page 11: AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC AASHTO Subcommittee.

External CentralizerExternal Centralizer

Page 12: AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC AASHTO Subcommittee.

External CentralizerExternal Centralizer

Page 13: AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC AASHTO Subcommittee.

External CentralizerExternal Centralizer

Page 14: AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC AASHTO Subcommittee.

Concrete Cover and Location ToleranceConcrete Cover and Location Tolerance

Page 15: AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC AASHTO Subcommittee.
Page 16: AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC AASHTO Subcommittee.

Partial-LengthPartial-LengthRebar CageRebar Cage

Page 17: AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC AASHTO Subcommittee.

• No Out-Hooks if Casing Method is PossibleNo Out-Hooks if Casing Method is Possible

• Make Cages Full Depth if Casing Method is Make Cages Full Depth if Casing Method is PossiblePossible

• Do Not Allow Welding Unless Weldable Steel is Do Not Allow Welding Unless Weldable Steel is SpecifiedSpecified

Essentials of Cage Design for Essentials of Cage Design for Constructability Constructability

Page 18: AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC AASHTO Subcommittee.

Support Cage Above BottomSupport Cage Above Bottom

Page 19: AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC AASHTO Subcommittee.

Internal BracingInternal Bracing

Page 20: AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC AASHTO Subcommittee.

Internal BracingInternal Bracing

Page 21: AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC AASHTO Subcommittee.

Cage with Internal BracingCage with Internal Bracing

Page 22: AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC AASHTO Subcommittee.

Lifting CagesLifting Cages

Page 23: AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC AASHTO Subcommittee.

Lifting CagesLifting Cages

Page 24: AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC AASHTO Subcommittee.

Lifting CagesLifting Cages

Page 25: AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC AASHTO Subcommittee.

Lifting CagesLifting Cages

Page 26: AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC AASHTO Subcommittee.

Lifting CagesLifting Cages

Page 27: AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC AASHTO Subcommittee.

Lifting CagesLifting Cages

Page 28: AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC AASHTO Subcommittee.

Practical Tips on Storing and Handling Practical Tips on Storing and Handling Rebar Cages Rebar Cages

• Storage Storage Keep it cleanKeep it clean

• Cage Pick Up: Cage Pick Up: No permanent distortionNo permanent distortionUse of temporary stiffenersUse of temporary stiffeners

• Use of Centralizers: External & InternalUse of Centralizers: External & Internal

• NDT Access Tubes: Straight & ParallelNDT Access Tubes: Straight & Parallel

Page 29: AASHTO Subcommittee on Construction Virginia Beach, Virginia August 2, 2011 Barry D. Siel, P.E. Senior Geotechnical Engineer FHWA-RC AASHTO Subcommittee.

QUESTIONS?QUESTIONS?

AASHTO Subcommittee on ConstructionVirginia Beach, Virginia

August 2, 2011

Barry D. Siel, P.E.Senior Geotechnical Engineer

FHWA-RC

AASHTO Subcommittee on ConstructionVirginia Beach, Virginia

August 2, 2011

Barry D. Siel, P.E.Senior Geotechnical Engineer

FHWA-RC