update on pti grouting specifications
TRANSCRIPT
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Update on PTI Grouting Specifications
Update on PTI Grouting Specifications
Theodore L. Neff, P.E.Executive Director
Post-Tensioning Institute
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Background
2001: Original Specification
2003: 2nd Edition
2012: 3rd Edition
Recent Issues
PTI Grouting SpecificationPTI Grouting Specification
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Post-Tensioning Grouting Key Issues
Post-Tensioning Grouting Key Issues
High Chlorides
Grout Segregation/Instability
Bleed
Workmanship/ Construction Practice
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Ensuring Grout QualityEnsuring Grout Quality
Qualification (Laboratory)
Testing
Material & Personnel Certifications and Submittals
Production Testing(QC/QA)
Grout Quality
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Qualification TestingMaterials
Qualification TestingMaterials
MaterialsCement
Blaine Value between 300 and 380 m2/kg Mineral Additives
Densified silica fume shall not be usedAdmixturesAggregatesWater
Potable Water / ASTM C1602Verify chloride content: <500ppm
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Qualification TestingPerformance
Qualification TestingPerformance
Performance CriteriaWorkability
Setting TimePumpability & Fluidity
o Combined sections; use ASTM C939 Modified for both thixotropic and non-thixotropic
o Efflux time: StrengthPermeabilityVolume Change
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Qualification TestingPerformance (contd.)
Qualification TestingPerformance (contd.)
Performance CriteriaBleed
Wick Induced Bleed Testo ASTM C940 Modified to use a 1 Meter tube
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Wick Induced Bleed TestWick Induced Bleed Test
New Test Procedure Old Test Procedure
Height: ≈ 440 mmDiameter ≈ 66 mm
Height: =1 mDiameter = 80 mm
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Qualification TestingPerformance (contd.)
Qualification TestingPerformance (contd.)
Performance CriteriaBleed
Wick Induced Bleed Testo ASTM C940 Modified to use a 1 Meter tube
Schupack Pressure Bleed Test (ASTM C1741)o New test pressure and bleed
limit for vertical grouting applications ( x > 20 ft)
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Qualification TestingPerformance (contd.)
Qualification TestingPerformance (contd.)
Performance CriteriaBleed
Wick Induced Bleed Testo ASTM C940 Modified to use a 1 Meter tube
Schupack Pressure Bleed Test (ASTM C1741)o New test pressure and bleed limit for vertical
grouting applications ( x > 20 ft)
Corrosion ResistanceRevised Accelerated Corrosion Test
Wet DensityEstablish range for
maximum & minimum water dosage
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Qualification TestingPerformance (contd.)
Qualification TestingPerformance (contd.)
Performance CriteriaBleed
Wick Induced Bleed Testo ASTM C940 Modified to use a 1 Meter tube
Schupack Pressure Bleed Test (ASTM C1741)o New test pressure and bleed limit for vertical
grouting applications ( x > 20 ft)
Corrosion ResistanceAccelerated Corrosion Test updated
Wet DensityEstablish range for maximum and minimum water
dosage
Inclined Tube
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Inclined Tube TestInclined Tube Test
Includes effects of pressure (deep tendon profile) and strand (filter effect)
Sized to be representative of the real environment in the duct
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Inclined Tube TestInclined Tube Test
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Euronorm EN 445 – “Grout for prestressing tendons – Test methods”, Section 4.4
Prepare and Inject Grout in accordance with Grouting Method Statement
Two Specimens – 5 m Long x 80 mm
12 Strands Each
Grout Each Specimen
Record Air, Water, Segregation at Top at Four Time Intervals (30 min, 1h, 3h, and 24 hour)
Regrout 2nd Specimen after 30 min
Bleed Limit < 0.3%
Inclined Tube TestInclined Tube Test
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Qualification TestingPerformance (contd.)
Qualification TestingPerformance (contd.)
Performance CriteriaBleed
Wick Induced Bleed Testo ASTM C940 Modified to use a 1 Meter tube
Schupack Pressure Bleed Test (ASTM C1741)o New test pressure and bleed limit for vertical
grouting applications ( x > 20 ft)
Corrosion ResistanceRevised Accelerated Corrosion Test
Wet DensityEstablish range for maximum & minimum water dosage
Inclined Tube
Trial Batches & Mock-ups
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Qualification TestingPerformance (contd.)
Qualification TestingPerformance (contd.)
Performance CriteriaTrial Batches
Field Mock-upDissect the test specimen & examine for bleed pockets,
soft grout, segregation, or corrosion
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Certifications and SubmittalsCertifications and Submittals
Materials Certifications/ SubmittalsChloride ion levels of all constituents;Shelf life/expiration of admixturesAnnual Audit of manufacturer’s QC program
Written Grouting ProceduresPersonnel Carried out by experienced staff and operators
ASBI Certified Grouting Technician, orPTI Level 2 Bonded PT Field Specialist (recommended)
Performed under the control of person skilled in all aspects of groutingName & furnish proof of experience
Record of Grouting
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Production TestingProduction Testing
Minimum Testing per Day:1 - Pressure Bleed Test
2 - Wet Density (Mud Balance) Tests
1 - Strength Test
2 - Fluidity Tests (Flow Cone)
One at mixer; one at duct outlet
Repeat every 2 hours of grouting
1 - Volume Change Test**
** If expansive admixture used
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Storage of Materials Store per Manufacturer’s recommendations
Flushing Removed all references to flushing – Do Not Flush
Grout Injection Equipment Use of Recirculation “T” to control pressures
Grouting OperationsPumping rate slow enough to avoid air entrapment and
segregation; 5 – 15 m/minRemoved holding pressure for one minuteDo not elevate pressure
o Normal 10 – 50 psi;o Maximum: 75 psi (thixotropic)o Maximum: 1 MPa (145 psi) (non-thixotropic)
PTI Grouting Specification Construction Provisions
PTI Grouting Specification Construction Provisions
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Ensuring Grout QualityEnsuring Grout Quality
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PTI Grouting Specification Control of Chlorides
PTI Grouting Specification Control of Chlorides
Chloride ProvisionsTest more frequently -- at least once per project
and a minimum of every 40,000 lbs. of the material
Independently tested on the trial batch
Use potable water with <500ppm Cl-
Cl- ≤ 0.08% by weight of the mixed grout
Provide written certification of Chloride Ion levels of all constituents
Annual Audit of manufacturer’s QC program
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PTI Grouting Specification Control of Segregation/Instability
PTI Grouting Specification Control of Segregation/Instability
Grout Segregation/Instability Provisions Inclined Tube Test
Modified Wick Induced Bleed Test
Perform qualifying performance tests whenever any of the materials sources has changed
Compatibility of admixtures and other constituents
Test as a system (specific constituents, mixing equipment, pumping pressures and temperature ranges)
Limits on Cement Blaine Value
Control Pressure and pumping rate
Examine field mock-up for bleed, soft grout etc.
Store per Manufacturer’s recommendations
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PTI Grouting Specification Control of Bleeding
PTI Grouting Specification Control of Bleeding
Bleed Provisions Inclined Tube Test
Modified Wick Induced Bleed Test
Do Not Flush
Field Mock-up - examine for bleed pockets
Wet Density range for maximum & minimum water
New test pressure and bleed limit for vertical grouting
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PTI Grouting SpecificationConstruction Quality/Workmanship
PTI Grouting SpecificationConstruction Quality/Workmanship
Personnel QualificationsCarried out by workers trained and experienced
for the task Under the control of a skilled personRecommended certifications:ASBI Grouting CertificationPTI Bonded PT Field Specialist
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PT Grouting Recommended Action
PT Grouting Recommended Action
Adopt PTI spec. or similar provisions in individual DOT specifications
Revise AASHTO Grouting Specification
Consider requiring certification of grouting and inspection personnel
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Questions?