performance engineered mixtures and aashto pp 84: it’s ... · 1940. 1960. 1980. 2000. astm c143....
TRANSCRIPT
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Image Here
Office of Infrastructure
JIM G ROVE, P. E.F H W A / A T I I N C .
O F F I C E O F P R E C O N S T R U C T I O N , C O N S T R U C T I O N , & P A V E M E N T S
Q U A L I T Y A S S U R A N C E W O R K S H O PF E B R U A R Y 1 2 , 2 0 2 0 W I L L I A M S B U R G , V A
Performance Engineered Mixtures and AASHTO PP 84:
It’s Time for a Change
Unless otherwise noted, FHWA is the source of all images in this presentation.
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Timeframe for widespread use of SCMs
28-day strength testing
Slump test
We Are Horrible With Change
Image Pixabay
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1920 198019601940 2000
ASTM C231ASTM C143
Evolution of Concrete Testing
Slump Cone Pressure Meter
1981
Rapid Chloride Penetrability Test
1922 1949FHWA/PCA
Image Pixabay
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Performance Engineered Mixture Concept
Understand what makes concrete last and what failure mechanisms we see
Specify critical properties to address those failure mechanisms and test for them
Starting point for a performance-driven QA specification and acceptance program for owner agencies
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AASHTO PP-84
Development and integration of enhanced/robust Quality Control practices and oversight
Specification changes—moving from prescriptive to performance Slump Minimum cement content Single aggregate gradation requirements
What is PEM?5
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AASHTO PP 84: A Better Specification
Strength
Shrinkage
Freeze-thaw resistance
Transport properties (Permeability)
Aggregate stability
Workability*
Require the things that matter
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PEM
PEM is like a buffet Pick what you like from the different groups Salads Bar B Que Chinese Dessert
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Strength
PropertyMixture
QualificationAcceptance
Flexural Strength Yes Yes
Compressive Strength Yes Yes
Selection Details
Choose either or both
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Reduced Cracking
Property Mixture
QualificationAcceptance
Selection Details
Volume of Paste Yes No
Unrestrained Volume Change Yes No
Unrestrained Volume Change Yes No
Restrained Shrinkage Yes No
Restrained Shrinkage Yes No
Probability of Cracking Yes No
6.4 Reducing Unwanted Cracking Due to Shrinkage
Choose only one
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Freeze – Thaw
Property Mixture
QualificationAcceptance
Water to Cement Ratio Yes Yes
Fresh Air Content Yes Yes
Time of Critical Saturation Yes No Note 1 Note 2
Deicing Salt Damage Yes Yes
Deicing Salt Damage Yes Yes
Calcium Oxychloride Limit Yes No
Choose one
Selection Details
Choose only oneFresh Air Content/SAM
Choose Either 6.5.1.1 or 6.5.2.1
6.5 Durability of Hydrated Cement Paste for Freeze-Thaw Durability
Yes Yes
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Permeability
Property Mixture
QualificationAcceptance
Selection Details
Special Notes
6.6 Transport Properties Water to Cement
RatioYes Yes
RCPT Value Yes YesOther criteria could be selected
Formation Factor/Resistivity
Yes through ρ
* Note this is currently based on saturated curing and an adjustment is needed to match with AASHTO Spec
Ionic Penetration, F Factor
Yes, F through ρ
Choose Only One
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Aggregate Stability
Property Mixture
QualificationAcceptance
Special Notes
6.7 Aggregate Stability D Cracking Yes No
Alkali Aggregate Reactivity
Yes No
Selection Details
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Workability
Section Property Mixture
QualificationAcceptance
Special Notes
6.8.1 Box Test Yes No
6.8.2Modified V-Kelly
Test Yes No
Selection Details
6.8 Workability
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AASHTO PP 84
A guide specification with tests completed either during mixture design or at placement or both that focus on concrete performance.
Allows DOTs to take what they like from the document and make it their own.
DOTs should not give up what they already know is important for them.
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Remember…
The document is not designed to be used without modifying for local practice and experience!
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PEM/PP 84: It’s our Superpave
Most significant field-level advancement in decades
Answers the question “With our loss of staff and resources, how are we going to be able to get the job done in the future?”
Collaboration with industry (It’s more than just the tests!)
Why We’re Excited
Concrete Evolution
Image Pixabay
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http://www.cproadmap.org/publications/MAPbriefApril2017.pdfhttp://www.cproadmap.org/publications/MAPbriefJuly2017.pdf
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Material Process Sampling Testing
CompositeVariability
Sources of Variability
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Controlling Sampling and Testing Variability
Standard procedures (AASHTO, ASTM, state)
Laboratory accreditation/qualification program
Technician training and certification programs
State Independent Assurance Program
Calibrated equipment schedules
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Testing Variability
Procedure 95% Lower Limit
Test Result 95% Upper Limit
Sieve analysis (% passing ½”)
24% 28% 32%
Slump 2” 2 ½” 3”
Air content 4.9% 5.5% 6.1%
Rodded unit weight for aggregate
114.5 lb/ft3 120 lb/ft3 125.5 lb/ft3
Compressive strength 3,390 lb/in2 3,600 lb/in2 3,810 lb/in2
Flexural strength 602 lb/in2 700 lb/in2 798 lb/in2
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Prescriptive vs. Performance Specifications
Prescriptive
Agency dictates how the material or product is formulated and constructed
Based on past experience
Minimal/uncertain ability to innovate
Requires agency to have proper manpower and skill set to provide oversight
Performance
Agency identifies desired characteristics of the material or product
Contractor controls how to provide those characteristics
Maximum ability to innovate
Reduced oversight burden on the agency
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Quality Assurance Defined:23 CFR 637
Agency Acceptance Contractor Quality Control
Qualified (certified) Personnel
Qualified Laboratories
Independent Assurance
Dispute Resolution for Test Results
} State processes, independent of material
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Quality Control
PP 84 acknowledges the key role of QC in a performance specification
Requires an approved QC Plan Testing targets, frequency, and action limits Equipment and construction inspection Mirror design-build experience
Requires QC testing and control charts Unit weight Air content/SAM Water content Formation Factor (via Surface Resistivity) Strength
Image Pixabay
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3%
4%
5%
6%
7%
8%
9%
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
Air C
onte
nt,%
Test #
Air content and Unit Weight
Air Content Unit Weight
Dual Axis Plot Example
Air content plotted on the left vertical axis
Unit weight plotted on the right vertical axis
1361371381391401411421431441451463%
4%
5%
6%
7%
8%
9%
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
Uni
t Wei
ght,
pcf
Air C
onte
nt,%
Test #
Air content and Unit Weight
Air Content Unit Weight
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0
5
10
15
20
25
2-2 3-1 3-2 3-3 5-1 5-2 6-1 6-2Su
rfac
e Re
sist
ivity
, KO
hm-c
m 56 Days
Low
Moderate
High
0
5
10
15
20
25
2-2 3-1 3-2 3-3 5-1 5-2 6-1 6-2
Surf
ace
Resi
stiv
ity, K
Ohm
-cm
28 Days
Low
Moderate
High
Unit Weight/Heat Signature/Permeability
Unit Weight – Real Time
Surface Resistivity – 56 DaysHeat Signature – Info in a day
Field Data from an MCT projectReal Time 28 / 56 days
Surface Resistivity – 28 Days
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Cements Widespread use of SCMs Advancements in chemical admixture technology
De-icers
Agency personnel and experience levels Industry knowledge base
“You’re Asking for a Lot of Change”
Change has already happened!
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PEM Pooled Fund Partners
FHWA
State Departments of Transportation (DOTs)
Industry American Concrete Pavement Association Portland Cement Association National Ready Mixed Concrete Association Others
Image Pixabay
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PEM Pooled Fund Participants
19 States + FHWA + Industry (December 2020)
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Pooled Fund Emphasis
Implementation
Education and Training
Adjustments in specifications based on field performance
Continued development of a knowledge base relating early age properties to performances
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Iowa Early Success Story33
FHWA PEM Implementation Incentive Funds “New” QC Plan? Box test experience Contractor moving forward
Images: Pixabay
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Training34
Training Locations
(CP Tech, MCTC, OSU, Industry)
4 2
2
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PEM One Day Workshop
Purpose: Develop a state-specific plan to implement PEM principles
Target Audience: Specifiers and those involved with quality aspects of concrete pavement construction
Topics:Road to PEM –Why change things?Group discussion – What makes a good specification?AASHTO PP-84, philosophy and goalsGroup discussion – Barriers to performance evaluationScience and tests for PEM (Property-Test-Remedy)Group Discussion – What next?PEM in practice, Quality, Implementation, Training
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Mobile Concrete Technology Center36