Product Description
MIRA® 188 is a high performance, new generation mid-range water reducer based on comb polymer technology. It is a ready-to-use liquid admixture with superior dispersing capacity for the cement particles in the concrete mix. This capability exceeds that of normal water-reducing admixtures, resulting in lower dosages and better control. MIRA 188 is formulated to comply with the following specifications for chemical admixture for concrete: ASTM C 494, Type F and Type G.
MIRA 188 contains no added chloride. One litre weighs approximately 1.07kg ± 0.02kg
Applications
MIRA 188 produces concrete with extreme workability characteristics for middle slump, Grade 35 - Grade 50 concrete. It also allows concrete to be produced with low water-cement ratios at middle slump. MIRA 188 is ideal for use in any concrete where it is desired to keep the water-cement ratio to a minimum and still achieve the degree of workability necessary to provide easy placement and consolidation.
Product Advantages
- Provides long slump life with controlled set times
- Finishes easily without stickiness, tearing or spotty set characteristics
- Less susceptible to segregation and bleeding
- Highly efficient, producing desired slump concrete with no loss in strength
- Quick and easy application to the concrete mix water for rapid batching
Compatibility with Other Admixtures
In concrete containing MIRA 188 the use of an air-entraining agent (such as DARAVAIR® or DAREX® AEA®) is recommended to provide suitable air void parameters for resistance against freeze-thaw attack. Due to synergistic effects between MIRA 188 and airentraining agents, the quantity of air-entraining admixture added to concrete containing MIRA 188 may be reduced. Please consult your local GCP representative for dosage guidance.
MIRA 188 is not compatible with NSFC or similar type of products.
Most water reducers or water-reducing retarders are compatible with MIRA 188 as long as they are added separately to the concrete
Caution should be exercised when using MIRA 188 with a retarder, as excessive retardation can occur if the admixture dosages are too high. Pre-testing of the concrete should be performed to optimise dosages and addition times of these admixtures. The admixtures should not be in contact with each other before they enter the concrete.