Typical dosage is from 0.4% to 1.4% of the cementitious part. Dosage can be adjusted to meet the mix design requirements or to meet the specific job conditions. Trial concrete mixes must be carried out to determine the appropriate dosage. n-Ether…
Early Strength
Typical dosage is from 0.4% to 1.4% of the cementitious part. Dosage can be adjusted to meet the mix design requirements or to meet the specific job conditions. Trial concrete mixes must be carried out to determine the appropriate dosage. n-Ether…
Hybrid
Typical dosage is from 0.4% to 1.4% of the cementitious part. Dosage can be adjusted to meet the mix design requirements or to meet the specific job conditions. Trial concrete mixes must be carried out to determine the appropriate dosage. n-Ether…
Slump Retainer Critical
Metallurgical products of the highest class Typical dosage is from 0.4% to 1.4% of the cementitious part. Dosage can be adjusted to meet the mix design requirements or to meet the specific job conditions. Trial concrete mixes must be carried out…
Slump Retainer
Typical dosage is from 0.4% to 1.4% of the cementitious part. Dosage can be adjusted to meet the mix design requirements or to meet the specific job conditions. Trial concrete mixes must be carried out to determine the appropriate dosage. n-Ether…
Water Reducer Critical
Metallurgical products of the highest class Typical dosage is from 0.4% to 1.4% of the cementitious part. Dosage can be adjusted to meet the mix design requirements or to meet the specific job conditions. Trial concrete mixes must be carried out…
Water Reducer
Typical dosage is from 0.4% to 1.4% of the cementitious part. Dosage can be adjusted to meet the mix design requirements or to meet the specific job conditions. Trial concrete mixes must be carried out to determine the appropriate dosage. n-Ether …
