Trim and slurry the
surface using 1000:1 solution of
water: Endurazyme Export for final
finish
As the above procedures are
consistent with normal water binding procedures the
work crew should have little difficulty with the steps
involved. What is critical for the supervisor to
ensure is that the Endurazyme Export is added evenly into the
soils. One of the first jobs undertaken is to
ascertain how much water will be required for the
day. Then the crew are to be instructed as
to how much and from which water tanks the Endurazyme
Export
goes into, using the following parameter as a
guideline.
Endurazyme Export is to be applied using
as much of the water needed on the day as possible but
also in a fashion that ensures that the soils cannot
reach optimum moisture prior to all of the
required Endurazyme Export being used. This may sound
complicated. It is hoped that the example given
below will simplify this guideline.
Metric
Guide
1 Km
X 6.5 m X 150 mm = 975
m3 compacted
material
Assume Density = 1.98
t/m3 (from MDD test)
= 1,930.5 tonnes of material
If optimum moisture content = 10
%
= 193 tonnes of water
Let us assume insitu moisture of
7% = 57.9 tonnes needed to reach
O.M.C.
= 58,000 litres approx.
If water carts hold 10,000
litres
= 6 trucks of water/km
If weather is expected to remain
fine then put required Endurazyme Export
i.e. 27.46 litres into first 4 trucks
Use water only to bring soils to
optimum moisture content thereafter
It is always a good idea to bring
the crew together before hand if it is their first
application to explain the process to them. It
is also critical that the method of operation of the
team is not changed or altered unless there are
serious flaws in their road building techniques.
This is a highly unlikely scenario, but it has been
known to happen. If their process is changed
there will be obvious effects on overall
efficiency. Only change those parts of the
process that must be changed.
As soon as the road has been
boxed out it is then time to commence the use of
Endurazyme Export and water (depending upon the in-situ
moisture, the water truck may often make a small
number of passes to help loosen the materials or the
boxing out process). The main task for this part
of the day is to ensure that the water trucks are
making even passes so that the Endurazyme Export penetrates
the soil as evenly as possible. Moisture checks
are very important as atmospheric conditions can
influence moisture retention in the soil quite
significantly. Once the materials have been
blade mixed satisfactorily and wetted uniformly, the
compaction process can begin. You may find that
each crew has its own style of road building
process. Some crews will wait and put more
energy into the mixing process than others.
Consequently, they may not bring on the rollers until
much later in the day. The more uniform the
wetting and mixing, the less chance there is of
lamination. Once the materials have been laid on
the road and the compaction has started it is then
time to grid out the road and to take a series of
compaction values as dictated by the laboratories
testing. You may find the CIV chart in appendix
2 useful as a guideline. Depending on the
circumstances two to three sets of these will be taken
over the space of a day.
When the soil is compacted to
specified values and at optimum moisture content we
can now be assured that the benefits of Endurazyme
Export
will be optimised. Prior to the finish of every
day it is important that each section of the project
is checked to ensure that an adequate camber has been
built into the road and the water run-off is
optimised. It is always good to fix any
potential drainage problems which might arise as a
result of blockages in the table drains. It is
now common practice for most road crews to slurry
finish unsealed roads to bring the fines to the
surface thus creating a natural seal. It is
useful to include Endurazyme Export in the slurry tank
as mentioned above. It will help consolidate the
fines on the surface but do not over wet at any
stage.
PERFORMANCE
EVALUATION
Because of the objective data
collected to date, periodic visits to the site are to
ensure that proper evaluation of the road performance
is assessed. Obviously, visual inspection is the
first tool used to evaluate performance.
Occasional testing with the Clegg hammer is useful for
comparison of strength increases over time. If the
road is earmarked for sealing regular CIV inspection
will highlight any potential trouble spots which may
develop over seasonal variation. This will allow
for immediate action to be carried out prior to
expensive sealing taking place and subsequent
potholing. Annual monitoring is also critical in
situations where the break even point is a period of
time after the completion of the job. Obviously,
continual evaluation is also part of customer service
and relationship development. A report on each
project should be completed and returned to the client
within three to four weeks of completion.
The
end