Quality Specifications for Slurries Based on Shore Pac®
Testing of the Shore Pac Slurry
Slurry Test Report
1.) Marsh Funnel Viscosity (MFV)
This test requires both a Marsh Funnel and a Viscosity Cup. MFV is
reported in seconds per quart. The time in seconds for a quart of slurry
to pass through the funnel tip is reported as viscosity in seconds per
quart. The MFV is very useful in determining the concentration of
polymer molecules, and also its ability to stabilize surrounding soils.
2.) pH (potential hydrogen- ion)
Dipping a piece of litmus paper in the slurry and comparing the color
change to a standard chart performs this test. The result of this test
is reported in a number from 1 to 14. The range for maximum Shore Pac
performance is 8-10. This is the level at which polymer molecules can
fully hydrate and extend, creating more viscosity. Levels of pH below 6
(acidic) can affect the performance of the Shore Pac slurry and should
be adjusted by adding soda ash (Na2CO3) @ 5 lb per 1000 gallons mix
water. In addition the Soda Ash Carbonate (CO3=) ion present in 8-10 pH
solutions is useful in buffering the slurry against Calcium and
Magnesium contamination.
3.) Density
This test is performed with a standard mud balance and is reported as
specific gravity, pounds per cubic foot lb/ft3 or pounds per gallon. The
lbs per ft3 of Shore Pac slurry should be approximately 64.0. The
density may be slightly higher depending on the amount of fine soil
particles mixed in the slurry. Shore Pac slurries have the same density
as water, specific gravity 1.0 (± 0.05). If the density is outside of
this range the Shore Pac polymer concentration could be to low. A
viscosity test should be taken to check this.
4.) Sand Content
This test is performed with a standard sand content kit, and the
results are reported as percent sand. This test is normally performed at
the completion of an excavation and just prior to placing concrete. The
sample to be tested should be taken from near the bottom of the
excavation. When using Shore Pac slurries the sand content will rarely
test over 1.0% sand. Due to its flocculating ability, it drops the sand
very quickly and the slurry remains nearly sand free.
When performing the sand content test in the field the addition of
hypochlorite (Slurry Buster) solution in place of water to dilute the
slurry sample can prevent the accumulation of silt, which creates false
sand reading in the test.
| Shore Pac CETCO Drilling Products |
| PROPERTY |
REQUIREMENT |
TEST |
Viscosity (seconds/quart) - during drilling
- prior to final cleaning
- just prior to placing concrete
|
35 to 135
less than or equal to 60
less than or equal to 60
|
Marsh Funnel and Cup
API 13 B-1
Section 2.2 |
pH |
8.0-10.0 |
Glass Electrode pH Meter or pH Paper |
|
Density (lb/ft3)
- during drilling
- just prior to placing concrete
|
less than or equal to 64*
less than or equal to 64*
|
Mud Weight (Density)
API 13 B-1
Section 1
|
Sand Content (%)
- prior to final cleaning
- just prior to placing concrete
|
less than or equal to 1.0%
less than or equal to 1.0%
|
Sand
API 13 B-1
Section 5 |
*When approved by
the engineer, slurry may be used in saltwater, and the
allowable densities may be increased up to 2 pcf.
Slurry temperature shall be at least 4˚ Celsius (40˚
Fahrenheit) when tested. |
|