Clean the area of debris and contaminants that would act to de-bond HT-CRR COLD TEMP; oils, loose materials, dirt, rubber etc. Expose clean rough concrete for best results. A vertical edge is helpful of approximately ½” deep, around perimeter of area to be repaired. Make sure the area is dry. Mix “B” Side First: Use a Jiffy Mixer for 1 – 2 minutes in bulk containers, or vigorously shake the gallon container 30 – 40 seconds. Then, mix equal amounts of part A and part B in a 5 gallon bucket for
30 seconds. Add dry silica sand to thicken the product, (pea gravel is acceptable for deep repairs). Pour mixture into the area to be repaired and use a squeegee to trowel smooth. While curing, broadcast sand over the top for a non-skid surface. Sweep up any excess sand.
Viscosity (Mixed) 300 cps
Hardness, durometer (ASTM D2240) 60D
Tensile Strength, PSI (ASTM D412) 4600
Tear Strength (ASTM D624) -lb/mil 489
Elongation % (ASTM D412) 7% to 9%
Compressive Strength (neat) 3800 psi
(ASTM C109) (with sand) 4900 psi
Bond Strength (ASTM 882-99) 3600
Test Procedure; ASTM D-1308 @72°F
R=Recommend
RC=Recommend Conditional =some swelling or discoloration
N=Not Recommend
1=Some discoloration only
Chemical Result
Acetic Acid 10 % R
Acetone RC
Battery Acid (Sulfuric Acid) RC
Brake fluid R
Chlorine (2,000 ppm in water) R
Citric Acid R
Gasoline R
Hydraulic Oil R-1
Methanol (5%) Gasoline RC
Motor Oil R-1
Toluene RC
Vinegar R
Water R
Xylene R