| QC INTEGRAL
COLOR |
Product
Information Bulletin 2.299 |
PRODUCT DESCRIPTION
QC INTEGRAL COLORS consist of colored admixtures and are developed for
use in ready mixed concrete. The product is made of the highest quality pigments, as well
as other ingredients designed to enhance the color and improve the pigment dispersion,
workability and finishing performance of the concrete and offset water demand caused by
pigments. QC INTEGRAL COLOR pigments meet or exceed ASTM C 979. This coloring method can
be utilized for concrete flatwork applications (salt finishes, broom finishes, rotary
finishes), as well as vertical surfaces and other types of architectural concrete. QC
INTEGRAL COLOR may also be used in conjunction with admixtures conforming to ASTM C 494,
Types A, B, D and F. QC INTEGRAL COLOR is also compatible with air-entrained admixtures
conforming to ASTM C 260.
FEATURES &
BENEFITS
EXCELLENT FOR COLORING VERTICAL AND HORIZONTAL SURFACES
IMPROVED PIGMENT DISPERSION AND CONTROLLED WATER DEMAND
HIGH PIGMENT QUALITY RESISTS FADING
IMPROVES WORKABILITY
DISINTEGRATING BAGS
PACKAGED WITH REMOVABLE BATCH LABELS FOR IMPROVED QUALITY CONTROL
DIRECTIONS FOR USE
QC INTEGRAL COLORS are packaged in cubic yard/meter units for specific
cement ratios. One bag of QC INTEGRAL COLOR contains the proper ingredients for one cubic
yard or cubic meter of concrete. Custom packaging is available upon request. Make sure to
specify the proper cement content when ordering. We do not recommend flyash mixes.
FOR CONVENTIONAL READY-MIXED PLANTS: The drum must be cleaned and approximately 1/3
(one-third) of the mix water and a portion of the aggregates needed should be added to the
drum. Do not use slurry water or reclaimed aggregates. Add the correct number of QC
INTEGRAL COLOR bags to the drum and charge at mixing speed for three minutes or until all
bags have been broken up and a color slurry is visible in the drum. Add the balance of
ingredients (water, aggregates, cement and admixtures) into the truck and thoroughly mix
the load before final slump adjustment. At the job site, re-mix the load for at least 5
minutes to insure concrete consistency. Do not exceed maximum allowable revolutions.
FOR CENTRAL MIX OR PREMIXED BATCH PLANTS: Add 1/2 (one-half) of the total batch into a
clean ready mixed truck drum. Do not use slurry water or reclaimed aggregates. Add the
correct number of QC INTEGRAL COLOR disintegrating bags into the drum and mix at high
speed for at least 3 minutes. Batch the remaining concrete into the truck and mix again
for at least 3 minutes before final slump adjustment. At the job site, re-mix the load for
at least 3 minutes to insure concrete consistency. Do not exceed maximum allowable
revolutions.
ADDITIONAL CONSIDERATIONS FOR CONSISTENT COLOR:
Color loads should never be smaller than 3 cubic yards.
Add reinforcement fibers after the color load has been thoroughly mixed. This
reduces the potential for fiber/color balling.
Use one source for cement, aggregates and pozzolans throughout the job. Monitor and
control incoming material consistency.
Do not use calcium chloride-based admixtures. Non-chloride admixtures may be used.
Wash out all drums before loading. Keep slumps consistent. Minimize driver-added
water.
A 4 to 5 inch slump is recommended. Maintain the same water/cement ratio. Required
higher slumps should be achieved by using water reducing or plasticizing admixtures and
NOT by adding water because this will adversely affect the color.
| GENERAL
INFORMATION |
| Colors |
25 standard colors.
Custom colors available (minimum 10 bags). Contact your QC representative. |
| Resistance to UV Light |
Excellent. |
| Suggested Cure |
Cure fresh concrete immediately following final
finishing with QC COLOR CURE, QC CLEAR CURE or QC CLEAR CURE MATTE FINISH. See Product
Information Bulletin for recommendations. |
| Suggested Sealers |
QC CEMSEAL (see Product Information Bulletin).
QC SOLVENT SEAL (see Product Information Bulletin).
QC SOLVENT SEAL VOC II (see Product Information Bulletin).
QC CEMGUARD (see Product Information Bulletin). |