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Copyright ©2011, 2006 by Pearson Education, Inc.
publishing as Pearson [imprint]
Construction Methods and Management, 8th
ed.
S. W. Nunnally
Chapter 5
COMPACTING AND
FINISHING
Copyright ©2011, 2006 by Pearson Education, Inc.
publishing as Pearson [imprint]
Construction Methods and Management, 8th
ed.
S. W. Nunnally
PRINCIPLES OF COMPACTION
• The Compaction Process
– Compaction is the process of increasing the
density of a soil by mechanically forcing the soil
particles closer together, thereby expelling air
from the void spaces in the soil.
– Compaction should not be confused with
consolidation, which is an increase in soil density
of a cohesive soil resulting from the expulsion of
water from the soil’s void spaces.
Copyright ©2011, 2006 by Pearson Education, Inc.
publishing as Pearson [imprint]
Construction Methods and Management, 8th
ed.
S. W. Nunnally
PRINCIPLES OF COMPACTION
• Optimum Moisture
Content
– To determine the
maximum density of
a soil using Proctor
test procedures,
compaction tests are
performed over a
range of soil
moisture contents.
Table 5-1. Characteristics of Proctor
compaction tests
Copyright ©2011, 2006 by Pearson Education, Inc.
publishing as Pearson [imprint]
Construction Methods and Management, 8th
ed.
S. W. Nunnally
PRINCIPLES OF COMPACTION
FIGURE 5-1. Typical compaction test results.
Copyright ©2011, 2006 by Pearson Education, Inc.
publishing as Pearson [imprint]
Construction Methods and Management, 8th
ed.
S. W. Nunnally
PRINCIPLES OF COMPACTION
FIGURE 5-2. Modified Proctor Test
results for various soils. (Courtesy of
Dr. Harvey E.Wahls)
Copyright ©2011, 2006 by Pearson Education, Inc.
publishing as Pearson [imprint]
Construction Methods and Management, 8th
ed.
S. W. Nunnally
PRINCIPLES OF COMPACTION
• Compaction Specifications
– Compaction specifications are intended to ensure
that the compacted material provides the required
engineering properties and a satisfactory level of
uniformity.
• Measuring Field Density
– To verify the adequacy of compaction, the density
(soil or asphalt) actually obtained in the field must
be measured and compared with the specified
density.
Copyright ©2011, 2006 by Pearson Education, Inc.
publishing as Pearson [imprint]
Construction Methods and Management, 8th
ed.
S. W. Nunnally
COMPACTION EQUIPMENT
AND PROCEDURES
• Types of Compaction Equipment
– Principal types of compaction equipment
include tamping foot rollers, grid or mesh
rollers, vibratory compactors, smooth steel
drum rollers, pneumatic rollers, segmented
pad rollers, and tampers or rammers.
Copyright ©2011, 2006 by Pearson Education, Inc.
publishing as Pearson [imprint]
Construction Methods and Management, 8th
ed.
S. W. Nunnally
COMPACTION EQUIPMENT
AND PROCEDURES
FIGURE 5-3. Major types of compaction equipment.
(Reprinted Courtesy of Caterpillar Inc.)
Copyright ©2011, 2006 by Pearson Education, Inc.
publishing as Pearson [imprint]
Construction Methods and Management, 8th
ed.
S. W. Nunnally
COMPACTION EQUIPMENT
AND PROCEDURES
• Compaction in
Confined Areas
– The equipment
available for
compaction in
confined areas such
as trenches and
around foundations
includes small
vibratory plate
compactors. FIGURE 5-4. Walk-behind vibratory plate
compactor. (Courtesy of Wacker Corp.)
Copyright ©2011, 2006 by Pearson Education, Inc.
publishing as Pearson [imprint]
Construction Methods and Management, 8th
ed.
S. W. Nunnally
COMPACTION EQUIPMENT
AND PROCEDURES
FIGURE 5-5. Vibratory tamping
foot compactor. (Courtesy of
BOMAG (USA))
FIGURE 5-6. Small vibratory
rammer. (Courtesy of Wacker
Corp.)
Copyright ©2011, 2006 by Pearson Education, Inc.
publishing as Pearson [imprint]
Construction Methods and Management, 8th
ed.
S. W. Nunnally
COMPACTION EQUIPMENT
AND PROCEDURES
FIGURE 5-7. Walk-behind vibratory roller with
remote control. (Courtesy ofWacker Corp.)
Copyright ©2011, 2006 by Pearson Education, Inc.
publishing as Pearson [imprint]
Construction Methods and Management, 8th
ed.
S. W. Nunnally
COMPACTION EQUIPMENT
AND PROCEDURES
FIGURE 5-8. Compaction wheel
mounted on hydraulic excavator.
(Courtesy of American Compaction
Equipment, Inc.)
Copyright ©2011, 2006 by Pearson Education, Inc.
publishing as Pearson [imprint]
Construction Methods and Management, 8th
ed.
S. W. Nunnally
COMPACTION EQUIPMENT
AND PROCEDURES
FIGURE 5-9. Vibratory plate compactor attachment for
excavator. (Courtesy of Ingersoll-Rand Tramac)
Copyright ©2011, 2006 by Pearson Education, Inc.
publishing as Pearson [imprint]
Construction Methods and Management, 8th
ed.
S. W. Nunnally
COMPACTION EQUIPMENT
AND PROCEDURES
Table 5-2. Compactors for confined areas
Copyright ©2011, 2006 by Pearson Education, Inc.
publishing as Pearson [imprint]
Construction Methods and Management, 8th
ed.
S. W. Nunnally
COMPACTION EQUIPMENT
AND PROCEDURES
• Selection of
Compaction
Equipment
– The proper selection
of compaction
equipment is an
important factor in
obtaining the
required soil density
with a minimum
expenditure of time
and effort.
FIGURE 5-10. Compaction equipment
selection guide.
Copyright ©2011, 2006 by Pearson Education, Inc.
publishing as Pearson [imprint]
Construction Methods and Management, 8th
ed.
S. W. Nunnally
COMPACTION EQUIPMENT
AND PROCEDURES
• Compaction
Operations
FIGURE 5-11. Variation of optimum
moisture content with roller type (from
reference 6).
Copyright ©2011, 2006 by Pearson Education, Inc.
publishing as Pearson [imprint]
Construction Methods and Management, 8th
ed.
S. W. Nunnally
COMPACTION EQUIPMENT
AND PROCEDURES
FIGURE 5-12. Typical effect of number of passes.
Copyright ©2011, 2006 by Pearson Education, Inc.
publishing as Pearson [imprint]
Construction Methods and Management, 8th
ed.
S. W. Nunnally
COMPACTION EQUIPMENT
AND PROCEDURES
• Estimating
Compactor
Production
• Job Management
Table 5-3. Typical operating speed of
compaction equipment
Copyright ©2011, 2006 by Pearson Education, Inc.
publishing as Pearson [imprint]
Construction Methods and Management, 8th
ed.
S. W. Nunnally
GROUND MODIFICATION
• The process of giving natural soils enough
abrasive resistance and shear strength to
accommodate traffic or design loads is called
ground modification or soil stabilization.
Table 5-4. Soil stabilization methods
Copyright ©2011, 2006 by Pearson Education, Inc.
publishing as Pearson [imprint]
Construction Methods and Management, 8th
ed.
S. W. Nunnally
GROUND MODIFICATION
• Mechanical Methods
• Hydraulic Methods
• Reinforcement Methods
• Physiochemical Methods
– Granular Admixtures
– Portland Cement
– Lime
– Asphalt
Copyright ©2011, 2006 by Pearson Education, Inc.
publishing as Pearson [imprint]
Construction Methods and Management, 8th
ed.
S. W. Nunnally
GROUND MODIFICATION
Table 5-5. Common stabilization materials
Copyright ©2011, 2006 by Pearson Education, Inc.
publishing as Pearson [imprint]
Construction Methods and Management, 8th
ed.
S. W. Nunnally
GRADING AND FINISHING
• Grading is the process
of bringing earthwork to
the desired shape and
elevation (or grade).
• Finish grading, or
simply finishing,
involves smoothing
slopes, shaping ditches,
and bringing the
earthwork to the
elevation required by
the plans and
specification.
FIGURE 5-13. Modern motor grader.
(Courtesy of John Deere Construction &
Forestry Company)
Copyright ©2011, 2006 by Pearson Education, Inc.
publishing as Pearson [imprint]
Construction Methods and Management, 8th
ed.
S. W. Nunnally
GRADING AND FINISHING
• Motor Grader
• Grade Excavators and Trimmers
• Estimating Grader Production
• Job Management
FIGURE 5-14. Typical roadway components.
Copyright ©2011, 2006 by Pearson Education, Inc.
publishing as Pearson [imprint]
Construction Methods and Management, 8th
ed.
S. W. Nunnally
GRADING AND FINISHING
FIGURE 5-15. Blade positions for the motor grader. (U.S. Department of the Army)
Copyright ©2011, 2006 by Pearson Education, Inc.
publishing as Pearson [imprint]
Construction Methods and Management, 8th
ed.
S. W. Nunnally
GRADING AND FINISHING
FIGURE 5-16. Articulated grader positions.
Copyright ©2011, 2006 by Pearson Education, Inc.
publishing as Pearson [imprint]
Construction Methods and Management, 8th
ed.
S. W. Nunnally
GRADING AND FINISHING
FIGURE 5-17. Large-grade trimmer/reclaimer/paver. (Courtesy of Terex
Roadbuilding)
Copyright ©2011, 2006 by Pearson Education, Inc.
publishing as Pearson [imprint]
Construction Methods and Management, 8th
ed.
S. W. Nunnally
GRADING AND FINISHING
Table 5-6. Typical grader operating speed

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0137033451 pp5

  • 1. Copyright ©2011, 2006 by Pearson Education, Inc. publishing as Pearson [imprint] Construction Methods and Management, 8th ed. S. W. Nunnally Chapter 5 COMPACTING AND FINISHING
  • 2. Copyright ©2011, 2006 by Pearson Education, Inc. publishing as Pearson [imprint] Construction Methods and Management, 8th ed. S. W. Nunnally PRINCIPLES OF COMPACTION • The Compaction Process – Compaction is the process of increasing the density of a soil by mechanically forcing the soil particles closer together, thereby expelling air from the void spaces in the soil. – Compaction should not be confused with consolidation, which is an increase in soil density of a cohesive soil resulting from the expulsion of water from the soil’s void spaces.
  • 3. Copyright ©2011, 2006 by Pearson Education, Inc. publishing as Pearson [imprint] Construction Methods and Management, 8th ed. S. W. Nunnally PRINCIPLES OF COMPACTION • Optimum Moisture Content – To determine the maximum density of a soil using Proctor test procedures, compaction tests are performed over a range of soil moisture contents. Table 5-1. Characteristics of Proctor compaction tests
  • 4. Copyright ©2011, 2006 by Pearson Education, Inc. publishing as Pearson [imprint] Construction Methods and Management, 8th ed. S. W. Nunnally PRINCIPLES OF COMPACTION FIGURE 5-1. Typical compaction test results.
  • 5. Copyright ©2011, 2006 by Pearson Education, Inc. publishing as Pearson [imprint] Construction Methods and Management, 8th ed. S. W. Nunnally PRINCIPLES OF COMPACTION FIGURE 5-2. Modified Proctor Test results for various soils. (Courtesy of Dr. Harvey E.Wahls)
  • 6. Copyright ©2011, 2006 by Pearson Education, Inc. publishing as Pearson [imprint] Construction Methods and Management, 8th ed. S. W. Nunnally PRINCIPLES OF COMPACTION • Compaction Specifications – Compaction specifications are intended to ensure that the compacted material provides the required engineering properties and a satisfactory level of uniformity. • Measuring Field Density – To verify the adequacy of compaction, the density (soil or asphalt) actually obtained in the field must be measured and compared with the specified density.
  • 7. Copyright ©2011, 2006 by Pearson Education, Inc. publishing as Pearson [imprint] Construction Methods and Management, 8th ed. S. W. Nunnally COMPACTION EQUIPMENT AND PROCEDURES • Types of Compaction Equipment – Principal types of compaction equipment include tamping foot rollers, grid or mesh rollers, vibratory compactors, smooth steel drum rollers, pneumatic rollers, segmented pad rollers, and tampers or rammers.
  • 8. Copyright ©2011, 2006 by Pearson Education, Inc. publishing as Pearson [imprint] Construction Methods and Management, 8th ed. S. W. Nunnally COMPACTION EQUIPMENT AND PROCEDURES FIGURE 5-3. Major types of compaction equipment. (Reprinted Courtesy of Caterpillar Inc.)
  • 9. Copyright ©2011, 2006 by Pearson Education, Inc. publishing as Pearson [imprint] Construction Methods and Management, 8th ed. S. W. Nunnally COMPACTION EQUIPMENT AND PROCEDURES • Compaction in Confined Areas – The equipment available for compaction in confined areas such as trenches and around foundations includes small vibratory plate compactors. FIGURE 5-4. Walk-behind vibratory plate compactor. (Courtesy of Wacker Corp.)
  • 10. Copyright ©2011, 2006 by Pearson Education, Inc. publishing as Pearson [imprint] Construction Methods and Management, 8th ed. S. W. Nunnally COMPACTION EQUIPMENT AND PROCEDURES FIGURE 5-5. Vibratory tamping foot compactor. (Courtesy of BOMAG (USA)) FIGURE 5-6. Small vibratory rammer. (Courtesy of Wacker Corp.)
  • 11. Copyright ©2011, 2006 by Pearson Education, Inc. publishing as Pearson [imprint] Construction Methods and Management, 8th ed. S. W. Nunnally COMPACTION EQUIPMENT AND PROCEDURES FIGURE 5-7. Walk-behind vibratory roller with remote control. (Courtesy ofWacker Corp.)
  • 12. Copyright ©2011, 2006 by Pearson Education, Inc. publishing as Pearson [imprint] Construction Methods and Management, 8th ed. S. W. Nunnally COMPACTION EQUIPMENT AND PROCEDURES FIGURE 5-8. Compaction wheel mounted on hydraulic excavator. (Courtesy of American Compaction Equipment, Inc.)
  • 13. Copyright ©2011, 2006 by Pearson Education, Inc. publishing as Pearson [imprint] Construction Methods and Management, 8th ed. S. W. Nunnally COMPACTION EQUIPMENT AND PROCEDURES FIGURE 5-9. Vibratory plate compactor attachment for excavator. (Courtesy of Ingersoll-Rand Tramac)
  • 14. Copyright ©2011, 2006 by Pearson Education, Inc. publishing as Pearson [imprint] Construction Methods and Management, 8th ed. S. W. Nunnally COMPACTION EQUIPMENT AND PROCEDURES Table 5-2. Compactors for confined areas
  • 15. Copyright ©2011, 2006 by Pearson Education, Inc. publishing as Pearson [imprint] Construction Methods and Management, 8th ed. S. W. Nunnally COMPACTION EQUIPMENT AND PROCEDURES • Selection of Compaction Equipment – The proper selection of compaction equipment is an important factor in obtaining the required soil density with a minimum expenditure of time and effort. FIGURE 5-10. Compaction equipment selection guide.
  • 16. Copyright ©2011, 2006 by Pearson Education, Inc. publishing as Pearson [imprint] Construction Methods and Management, 8th ed. S. W. Nunnally COMPACTION EQUIPMENT AND PROCEDURES • Compaction Operations FIGURE 5-11. Variation of optimum moisture content with roller type (from reference 6).
  • 17. Copyright ©2011, 2006 by Pearson Education, Inc. publishing as Pearson [imprint] Construction Methods and Management, 8th ed. S. W. Nunnally COMPACTION EQUIPMENT AND PROCEDURES FIGURE 5-12. Typical effect of number of passes.
  • 18. Copyright ©2011, 2006 by Pearson Education, Inc. publishing as Pearson [imprint] Construction Methods and Management, 8th ed. S. W. Nunnally COMPACTION EQUIPMENT AND PROCEDURES • Estimating Compactor Production • Job Management Table 5-3. Typical operating speed of compaction equipment
  • 19. Copyright ©2011, 2006 by Pearson Education, Inc. publishing as Pearson [imprint] Construction Methods and Management, 8th ed. S. W. Nunnally GROUND MODIFICATION • The process of giving natural soils enough abrasive resistance and shear strength to accommodate traffic or design loads is called ground modification or soil stabilization. Table 5-4. Soil stabilization methods
  • 20. Copyright ©2011, 2006 by Pearson Education, Inc. publishing as Pearson [imprint] Construction Methods and Management, 8th ed. S. W. Nunnally GROUND MODIFICATION • Mechanical Methods • Hydraulic Methods • Reinforcement Methods • Physiochemical Methods – Granular Admixtures – Portland Cement – Lime – Asphalt
  • 21. Copyright ©2011, 2006 by Pearson Education, Inc. publishing as Pearson [imprint] Construction Methods and Management, 8th ed. S. W. Nunnally GROUND MODIFICATION Table 5-5. Common stabilization materials
  • 22. Copyright ©2011, 2006 by Pearson Education, Inc. publishing as Pearson [imprint] Construction Methods and Management, 8th ed. S. W. Nunnally GRADING AND FINISHING • Grading is the process of bringing earthwork to the desired shape and elevation (or grade). • Finish grading, or simply finishing, involves smoothing slopes, shaping ditches, and bringing the earthwork to the elevation required by the plans and specification. FIGURE 5-13. Modern motor grader. (Courtesy of John Deere Construction & Forestry Company)
  • 23. Copyright ©2011, 2006 by Pearson Education, Inc. publishing as Pearson [imprint] Construction Methods and Management, 8th ed. S. W. Nunnally GRADING AND FINISHING • Motor Grader • Grade Excavators and Trimmers • Estimating Grader Production • Job Management FIGURE 5-14. Typical roadway components.
  • 24. Copyright ©2011, 2006 by Pearson Education, Inc. publishing as Pearson [imprint] Construction Methods and Management, 8th ed. S. W. Nunnally GRADING AND FINISHING FIGURE 5-15. Blade positions for the motor grader. (U.S. Department of the Army)
  • 25. Copyright ©2011, 2006 by Pearson Education, Inc. publishing as Pearson [imprint] Construction Methods and Management, 8th ed. S. W. Nunnally GRADING AND FINISHING FIGURE 5-16. Articulated grader positions.
  • 26. Copyright ©2011, 2006 by Pearson Education, Inc. publishing as Pearson [imprint] Construction Methods and Management, 8th ed. S. W. Nunnally GRADING AND FINISHING FIGURE 5-17. Large-grade trimmer/reclaimer/paver. (Courtesy of Terex Roadbuilding)
  • 27. Copyright ©2011, 2006 by Pearson Education, Inc. publishing as Pearson [imprint] Construction Methods and Management, 8th ed. S. W. Nunnally GRADING AND FINISHING Table 5-6. Typical grader operating speed