Michael E Ayers Global Pavement Consultants Inc Presentation Outline Introduction and terminology Subgrades and subbases as a design element Subgrade characteristics construction requirements and quality controlquality assurance QCQA measures ID: 553009
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Slide1
Concrete Pavement Construction: Subgrades and Subbases
Michael E. Ayers
Global Pavement Consultants, Inc.Slide2
Presentation Outline
Introduction and terminology.
Subgrades and subbases as a design element.
Subgrade characteristics, construction requirements and quality control/quality assurance (QC/QA) measures.
Subbase types, materials, construction requirements and QC/QA procedures.
Summary.Slide3
Introduction and TerminologySlide4
Support Layer Terminology
Subgrade (also used as a haul road on this project)
Subbase (stabilized in this case)Slide5
Definitions
Subgrade – Usually the naturally occurring soil on which the pavement is constructed. The subgrade is compacted to specification and trimmed to the elevation or grade shown on the plans.
Subbase – The material directly under the pavement slab. The subbase is also compacted to specification and trimmed to the proper elevation before the concrete is placed. Slide6
Support Requirements
Concrete pavements require a
uniform level of support
for good long-term performance.
Abrupt changes in support can lead to cracking, poor ride quality and other pavement distresses.
Concrete pavements do not benefit significantly from very strong support layers.
Even repairs require uniform supportSlide7
Support Layer Design FundamentalsSlide8
Design Methods
There are a number of concrete pavement design methods in common use.
Although each method looks at the support layers in a slightly different way, none of them are very sensitive to small changes in support.
In reality, the importance of a good foundation under a concrete pavement cannot be overemphasized.Slide9
How Support is Measured
Support for concrete pavements is expressed in terms of “k” or the modulus of subgrade reaction.
This value used to be determined by a plate load test but now is generally correlated with other strength parameters.
The “k” used in design varies by the design method, so be sure to check that you use the correct value.Slide10
How Important is “k”
The easiest way to estimate the effect of “k” is by looking at required slab thicknesses for a fixed set of design conditions.
Poor support requires an 8 inch slab
Very good support requires a 6.4 inch slabSlide11
Other Support Considerations
Support layers, particularly subgrade soils may be prone to the following:
Frost heave.
Expansion/contraction.
Designing for these conditions is not realistic. Therefore, remedial measures must be employed to resolve these issues prior to construction.Slide12
What Influences “k” During Construction
Material properties.
Gradation.
Mineralogy.
Moisture content.
Compaction.
Equipment type.
Equipment operation.Slide13
Subgrade Characteristics and ConstructionSlide14
Subgrade Characterization
Subgrade soils are characterized in terms of their engineering properties.
Gradation (sieve analysis).
Liquid limit.
Plasticity index.
Mineralogy is also important although not a part of the classification scheme.
The most common characterization for highway use is the AASHTO Soil Classification System.
Soils classed as A-1 through A-3 are generally good subgrade soils.
Soils classified as A-4 through A-7 are marginal and may require remediation.Slide15
Desirable Characteristics for Subgrades
Subgrades must provide uniform support over the life of the pavement.
The subgrade should ideally be erosion resistant (effectively limiting the amount of fine particles (minus #200 sieve).
The soil should have very limited frost heave and shrink/swell potential.
It is neither economical or good practice to compensate for poor soils with increased slab and subbase thickness. Slide16
Compaction Requirements
Soil compaction is strongly related to the uniformity of the subgrade and strength/deformation characteristics.
Example of a typical moisture-density curveSlide17
Compaction Methods
Depending on the soil characteristics, different compaction equipment and methods may be required.
Photos courtesy of PCASlide18
Remedial Measures for Poor Subgrade Soils
Depending on the soil characteristics, proper compaction can alleviate many problems.
For instance, compaction at 1 or 2 points above optimum moisture content significantly reduces the expansion characteristics of most soils.
If compaction alone is not sufficient, a number of options are available to remediate poor subgrade soils:
Remove and replace.
Chemical stabilization (Portland cement, lime and fly ash are the most common).
Cross hauling and blending.Slide19
Chemical Stabilization
Effective stabilization requires the right type of stabilizer placed in the correct amount, thoroughly blended and compacted.
Photos courtesy of Joe O’Grady (PCA) Slide20
Grade Trimming
The subgrade soil must be graded to the proper elevation following compaction.
The tolerance for trimming varies by project but has a direct bearing on the thickness of the subbase and potentially the concrete pavement slab.
Trimming operations can utilize survey hubs, stringlines or electronic guidance controls.Slide21
Grading Control Systems
Photos courtesy of Gomaco and ACPA Slide22
Quality Control/Quality Assurance (QC/QA)
The most common QC/QA measure for subgrade soils is relative density.
The density is usually expressed as a percentage of the maximum dry density as determined by a Standard Proctor test (AASHTO T-99).
Field testing typically relies on nuclear density gage results although other devices may also be used.Slide23
Thickness
Stability
Stiffness
Typical Testing Requirements for Subgrades
Requirements for subgrade depths can vary from as little as 6 inches (150 mm) up to 2 feet (0.6 m) depending on governing agency.
Measures in-place engineering values using structural layer stiffness, klbf/in (MN/m) and Young’s Modulus of a material, kpsi (MPa).
Modified subgrade
MUST
be stable before next pavement course is constructed! Proof-rolling is the most commonly accepted practice.Slide24
Subbase Characteristics and ConstructionSlide25
Subbase Types and Properties
There are 2 general types of subbases for concrete pavements.
Unbound granular materials.
Stabilized granular materials.
The primary purpose of the subbase is to provide uniform support and minimize erosion and faulting under traffic.
Subbases are not required for pavements with low traffic volumes but may be advantageous from a constructability standpoint.Slide26
Unbound Granular Subbases
A variety of materials may be used including, but not limited to, the following:
Crushed stone.
Crushed gravel.
Recycled concrete or asphalt.
Others depending on locally available materials.
Important material parameters include:
Gradation (particularly the maximum aggregate size and the amount passing the #200 sieve.
Durability and abrasion resistance.
Availability and cost.Slide27
Unbound Granular Subbase Construction
Unbound subbases are generally 4 to 6 inches thick.
Thicker layers are rarely justified due to performance issues and higher material and placement costs.
Conventional thicknesses are placed in one lift and compacted to either AASHTO T-99 specifications or the more stringent Modified Proctor specification (T-180) Slide28
Stabilized Granular Subbases
Stabilized granular subbases can generally make use of the same materials as the unbound subbase.
The most widely used type of stabilized subbases include the following:
Portland cement (commonly termed CTB or cement treated base).
Asphalt cement (commonly termed ATB or asphalt treated base).
Stabilized subbases dramatically increase the “k” value and may reduce slab thickness.Slide29
Cement-Treated
Subbase (CTB) Construction
Road mixed.
Place cement with spreader.
Mix with single-pass or multiple-pass mixers.
Central-plant mixed.
Blend granular material, cement, and water uniformly.
Spread to the proper depth and width.
Compact, finish to grade, cure.
Construction methodsSlide30
Spreading, Placing, and Grading CTBSlide31
Compacting CTBSlide32
Typical
Testing
Requirements for CTB
Gradation
Moisture
Density
A common gradation requirement is for 100% to pass the 1.5-inch (38 mm) sieve and a minimum of 60% to pass the No. 4 (4.75 mm) sieve (ASTM C136).
The density requirement is to be a minimum of 95% of the established laboratory standard Proctor density (ASTM D558).
A common moisture requirement is to be within 2% of the laboratory established optimum moisture content (ASTM D558).Slide33
SummarySlide34
Subgrades and Subbases Summary
Research and experience have shown that properly constructed subgrades and subbases can add substantially to concrete pavement longevity and performance.
It is neither cost effective or practical to compensate for support deficiencies with increased slab thickness.
Proper materials characterization and/or selection are required.Slide35
Subgrades and Subbases Summary (cont.)
A stable subgrade is necessary for adequate compaction of the subbase layer.
The pavement support layers provide a “working platform” during construction.
Stabilized subgrades and subbases can provide enhanced pavement performance.Slide36
Thank You!
For additional information, please contact
Michael Ayers, Ph.D.
Global Pavement Consultants, Inc.
Cell 2127-621-3438
mayers@globalpavements.com