Be advised SS850
dated 4/18/2008 is included in its entirety at the end of this document for
reference only; the official version is available online.
The cement treated free
draining base (CTFDB) is to be a mixture of coarse aggregate, Portland cement
and water.
Cement used must be Type 1A (701.01)
or Type I (701.04)
conforming to ASTM C 150.
The coarse aggregate used can
be either No. 57 or No. 67 size per Table 703.01-1.
The Contractor must
proportion, mix, and transport the CTFDB according to Item 499.
The mix is to be prepared as
follows:
The minimum cement content
must be 250 pounds per cubic yard (148 kg/m³) when using No. 57 size coarse
aggregate. The minimum cement content must be 220 pounds per cubic yard (130
kg/m³) when using No. 67 size coarse aggregate.
The water to cement ratio is
0.36.
A water-reducing admixture
meeting 705.12
can be used.
The Contractor must submit a
mix design for the proposed CTFDB 30 days prior to the start of
production. This mix design must
describe the proposed aggregate size, the cement content, and the water content
by weight. A private laboratory must perform
tests on the proposed mix to verify the yield of the mix design.
Inspection should include
random sampling of the CTFDB material delivered to the project to ensure
conformance to the mix design. The unit
weight of the mix must be determined and the yield checked.
The Contractor must provide
all equipment necessary to mix, transport, place, compact, and finish the
CTFDB. Equipment must be approved before
the work begins.
A spreader must be used if the
width being placed is more than 12 feet (3.6 m) or the total area of any given
width exceeds 5,000 square yards (4,000 m²) of area. The spreader could be a concrete spreader or
an asphalt paving machine.
Initial compaction may be
done by using a steel wheel roller, a modified slip-form paving machine with
vibratory plates, or high-density screed pavers. Compaction must not crush aggregate particles
or cause segregation. Final compaction
must be done with steel wheel rollers weighing 6 to 10 tons (5 to 9 metric
tons). If vibratory rollers are used, do
not use them in vibratory mode.
Figure
850.A – Spreading with an Asphalt Paving Machine
Figure
850.B – Spreading CTFDB with a Concrete Spreader
The Contractor must
thoroughly moisten the base if there is no prime coat specified in the Contract
prior to placing the CTFDB. Workers must
not contaminate the CTFDB by walking through it with mud or other foreign
material on their work shoes.
The CTFDB must be spread in a
smooth, uniform layer prior to compacting it.
Inspection should include
sampling the CTFDB mixture and testing for in-place gradation after it is
spread and before compaction. This
testing is to be done in accordance with Supplement 1090.
Minimum temperature is
required to be 35 ºF (2 ºC) and rising.
The material is not placed on
frozen material or on rain softened subgrade or base.
Figure
850.C – Vibrating Plate behind Concrete Spreader
Figure
850.D – Steel Wheel Roller Compact the CTFDB
The CTFDB is to be shaped to
produce a uniform density and cross-section.
Compaction must not cause crushing of the aggregate particles.
The Contractor must make a
minimum of two passes over any given area with the required steel wheel
rollers.
Construction joints between
each day’s work must be made by cutting transversely
across the hardened CTFDB with diamond saws or the Contractor is permitted to
use forms to form the construction joints.
Figure
850.E – Curing CTFDB with 6 mil White Opaque
Polyethylene Sheeting
Curing of CTFDB is to be done
by placing 6 mil (150 μm) white opaque
polyethylene sheets over the completed work.
These coverings must be left in place for a minimum of 3 days. A cure day is defined as 24 consecutive hours
of time in which the temperature is above 40 ºF (5 ºC). Add a cure day for each day the temperature
falls below 40 ºF (5 ºC). Do not allow
the use of liquid concrete curing membranes for curing.
Care must be exercised by the
Contractor so as not to damage any installed underdrains
during placing or compacting of the CTFDB.
The Contractor must ensure positive connection between the underdrain
backfill and the CTFDB at all times during construction.
The Contractor is permitted
to haul materials or operate equipment on completed CTFDB, provided there is no
significant displacement, breakup, or contamination. If any of this occurs, the Contractor must
stop using the completed CTFDB for such purposes until the Contractor can
demonstrate to the Department that it will not happen again in the future. Any damage to the CTFDB must be corrected by
the Contractor at no cost to the state.
The Contractor must protect
the completed CTFDB from contamination of fine material at all times.
The Contractor must use track
mounted asphalt paving machines for placing the first lift of asphalt concrete
on top of completed CTFDB. This first
course must cure at least over-night before placing succeeding lifts of asphalt
concrete.
The compacted depth of the
CTFDB is to be 4 inches (100 mm) with a tolerance of ± 1/2 inch (13 mm). Depth checks must be made every 2,000 square
yards (1650 m²). Areas found to be
out of this tolerance must be removed and replaced at no cost to the Department
and retested for proper thickness.
The CTFDB must be constructed
to the proper elevation and have the plan specified cross-slope. Checks should
be made periodically to verify these parameters. The surface tolerance of the finished surface
must not vary more than 1/2 inch from a 10-foot (13 mm from a 3 m)
straightedge. Any irregularities
exceeding this amount must be corrected by the Contractor.
The Contractor is required to
place the next pavement layer on top of the CTFDB within 40 days from the end
of the curing period. In addition, the
Contractor must plan the work so that the CTFDB is completely covered with the
next pavement layer and have the underdrain system in place and functioning by
the end of the construction season in any calendar year.
The project will measure and
calculate the area in square yards (square meters) based on the typical
sections shown on the plans. Payment will
be made at the contract bid price for work that is accepted in place.
1. Materials.
2. Verify design.
3. Proportioning and mixing as per 850.03.
4. Prime base or sprinkle base with water.
5. Temperature must be above 35 °F (1.6 °C).
6. Use a spreader if project quantity exceeds 5,000
square yards (4,000 square meters).
7. Compact and cure in accordance with 850.08
and 850.09.
8. Check segregation and thickness.
9. Curing and protection.
10. Pay and measure according to 850.15
and 850.16.
11. Document on CA-EW-12,
CA-D-1, and CA-D-2. Do not duplicate the information on these forms unless
necessary.
SUPPLEMENTAL SPECIFICATION 850
CEMENT TREATED FREE
DRAINING BASE
April 18, 2008
850.01 Description
850.02 Materials
850.03 Proportioning, Mixing, and Transporting
850.04 Verification of Design
850.05 Equipment
850.06 Placing and Spreading
850.07 Limitations on Placing Operations
850.08 Compaction and Shaping
850.09 Curing
850.10 Protection of the Underdrains
850.11 Protection of the Cement Treated Free Draining Base
850.12 Thickness Tolerances
850.13 Surface Tolerance
850.14 Exposure to the Elements
850.15 Method of Measurement
850.16 Basis of Payment
850.01 Description. This work consists of constructing a cement treated
free draining base (CTFDB) on a prepared base course.
850.02 Materials. Use CTFDB
which is a mixture of aggregate, portland
cement, and water. Use portland cement conforming to 701.01
or 701.04. Do not substitute pozzolans
for portland cement. Furnish aggregate conforming to the
following:
Furnish aggregate
consisting of CCS, crushed gravel, or ACBFS according to the
following:
A.
Use aggregate for
cement treated free draining base with the gradation of No. 57 or 67 conforming to
Table 703.01-1.
B.Provide aggregate with physical properties of
|
Maximum |
Percent of wear, Los Angeles test, (stone or gravel) |
40 |
Loss, sodium sulfate soundness test, percent |
15 |
Shale and shaly material, percent |
5 |
Chert
that disintegrates in 5 cycles of the soundness test, percent |
5 |
Liquid limit[1] |
25 |
Plastic index[1] |
6 |
Fractured pieces[2], percent |
90 |
[1] The
portion of the material passing the No. 40 (425 µm) sieve. |
|
[2] If
gravel is used,
ensure that the aggregate retained on the No. 8 (2.37 mm) sieve has at least
two mechanically fractured faces.
Ensure that the gravel is crushed from material retained on the 1/2
inch (12.5 mm) sieve. |
Furnish ACBFS according to Supplement 1027.
850.03 Proportioning, Mixing, and Transporting. Proportion, mix, and transport CTFDB according to Item
499,
except prepare a mix design conforming to the following requirements:
A. Ensure that the minimum cement content by
weight is 250 pounds per cubic yard (148 kg/m3) when using No. 57
gradation and 220 pounds per cubic yard (130 kg/m3) when using No.
67 gradation.
B. Ensure that the water-cement ratio is
approximately 0.36. This ratio is the
amount of water, exclusive of that absorbed by the aggregates, to the amount of
cement, by weight. The Contractor may change this
water-cement ratio depending on the workability of the mixture.
C. The Contractor may use
water-reducing admixtures according to 705.12.
D. Prewet, as
necessary, the mixer fins and chute to allow discharge
of the CTFDB.
850.04 Verification of Design. A minimum of 30 days before the production of CTFDB,
submit a computed blend of aggregates, cement content, admixture, and water
content for the necessary testing to determine the mix design acceptance. Have an independent private laboratory
perform the required tests to check the yield of the mix design.
The Department will
take random samples of the material at the discharge of the mixer and following
the spreading operation to ensure conformance to the mix design. The Department will check the yield using a
bulk density test for aggregate (ASTM
C 29) to determine the unit weight of the mix.
850.05 Equipment. Provide all equipment necessary to mix, transport,
place, compact, and finish CTFDB.
Receive approval for this equipment before work can start.
850.06 Placing and Spreading. When the Contract Documents do not require the base to
be primed, sprinkle it with water so it is thoroughly moistened when CTFDB is
placed.
Do not allow
workers to walk in freshly mixed CTFDB with boots or shoes coated with earth or
other foreign material.
Before compaction,
spread the mixed CTFDB to produce a smooth uniform layer.
If the width of the
CTFDB being placed in one operation is more than 12 feet (3.5 m) or the total
area of any given width on the project exceeds 5000 square yards (4000 m2),
use a spreader.
The Department will
test for in place gradation after spreading, but before compaction testing,
according to Supplement 1090.
850.07 Limitations on Placing Operations. Spread CTFDB
only when the atmospheric temperature is above 35 °F (2 °C). Do not spread on frozen
material.
Do not place the
CTFDB when rain is imminent. If rain
occurs during placement of the CTFDB, cease all operations. Do not place the CTFDB when rain has softened
the underlying base course or subgrade.
Do not place the
CTFDB during any weather conditions that would cause its degradation,
segregation, or contamination.
850.08 Compaction and Shaping. Compact and shape CTFDB to produce uniform density and
cross-section. Use approved methods of compaction
and shaping.
Compact the CTFDB
using steel wheel rollers, modified slip-form pavers (using vibratory plates),
or high-density screed pavers. Firmly
seat the CTFDB into place by using the above equipment or combination thereof. Compact the CTFDB without crushing the
aggregate or segregating the materials.
Perform the final
compaction using steel wheel rollers weighing from 6 to 10 tons (5 to 9 metric
tons). The Contractor may use
vibratory rollers meeting the above requirements provided the vibration is
turned off. Make at least two passes
over any given point on the surface with the rollers. More passes may be required to ensure compaction.
Begin compaction
within 1/2 hour of the spreading operation.
Provide sufficient spreading and compaction equipment to complete
compaction within 1-1/2 hours after water is added to the aggregate and cement.
Make construction
joints by cutting a straight transverse joint in the completed work to form a
vertical face at the end of each day’s work or when work is suspended for more
than 3 hours. Cut the CTFDB using a
diamond blade saw. The Contractor may use a
bulkhead instead of this procedure.
850.09 Curing. Place 6-mil (150 mm) white opaque polyethylene sheeting conforming to
705.06 over the completed CTFDB course immediately after compaction, and keep
the sheeting in place for 3 days. Do not
use concrete curing membranes.
If the next layer
of pavement is placed without loading the CTFDB with construction or compaction
equipment, the Engineer may allow a
2-day curing period. In this case, do
not allow more than 4 hours to elapse between the removal of the curing and the
placement of the pavement.
When the next layer
of pavement is asphalt or a pavement layer that requires compaction equipment,
cure the CTFDB for 3 days.
A cure day is
defined as 24 consecutive hours.
Maintain the temperature of the CTFDB above 40 °F (5 °C) during the curing period. For
every day that the temperature of the CTFDB falls below 40 °F (5 °C) for any length of time, add an additional cure day.
850.10 Protection of the Underdrains. Do not allow equipment to crush any part of the
underdrain system as a result of the placement or compaction of CTFDB. Repair or replace damaged underdrain pipe at
no expense to the Department.
Ensure a positive
connection between the underdrain backfill and the CTFDB at all times.
850.11 Protection of the Cement Treated Free
Draining Base. The Department has not designed CTFDB for use
as a haul road. Provided there is no
significant displacement, breakup, or contamination, the Contractor may operate
hauling units and other construction vehicles on the CTFDB.
If significant displacement, breakup, or contamination
of the CTFDB is occurring, cease operating the hauling units and construction
vehicles on the CTFDB. The Department
will not allow hauling units and construction vehicles to travel on the CTFDB
until the Contractor has
satisfactorily demonstrated that displacement, breakup, or contamination is not
expected to recur.
The use of the CTFDB by hauling vehicles or
construction equipment is at the risk of the Contractor. Repair or
replace all damage to the CTFDB, base, subgrade, or underdrains
caused by the hauling units and construction vehicles at no expense to the
Department.
Protect the CTFDB from fine material contamination at
all times.
Provide adequate surface and subsurface drainage for the
CTFDB, base, and subgrade at all times.
If constructing
asphalt concrete pavement on the CTFDB, place the first course using a paver
mounted on tracks. Allow the first
course to cure overnight before placing the succeeding pavement courses.
850.12 Thickness Tolerances. Ensure that the compacted depth of CTFDB is 4 ± 1/2 inch (100 ± 13 mm). Ensure
that the compacted depth conforms to the plans.
Verify the
specified depth by randomly checking the CTFDB’s
depth during construction for at least every 2000 square yards (1650 m2). If the depth is less than the specified depth
by more than 1/2 inch (13 mm), remove and replace it with CTFDB within
tolerance at no expense to the Department.
850.13 Surface Tolerance. Use templates,
slope boards, or other devices to verify the surface tolerance.
Ensure that the
finished surface is uniform and does not vary more than 1/2 inch (13 mm) from a
10-foot (3 m) straightedge applied to the surface parallel to the centerline of
the pavement. If an area is out of
tolerance, remove the areas and replace it with CTFDB within the specified
tolerance at no expense to the Department.
850.14 Exposure to the Elements. Place the next
layer of pavement within 40 days of the end of the CTFDB’s
curing period.
The Contractor may construct
the CTFDB at any time that complies with the temperature restrictions specified
in 850.07. However,
completely cover the CTFDB with the next layer of pavement, and place the
underdrain system and have it functioning before the atmospheric temperature
falls below 35 °F (2 °C) or by the end of the construction season in any given calendar year.
Remove and replace
CTFDB, base, subgrade, and underdrain system damaged by exposure to
temperatures below 35 °F (2 °C) at no expense to the Department.
850.15 Method of Measurement. The Department
will measure the 4-inch (100 mm) Cement Treated Free
Draining Base by the number
of square yards (square meters) computed from the profile grade and typical
sections accepted in place.
850.16 Basis of Payment. The Department
will pay for accepted quantities at the contract price as follows:
Item Unit Description
850 Square Yard 4 inch (100 mm) Cement Treated Free Draining Base
(Square Meter)