It is a construction material with optimal sulfuric acid resistance and chloride penetration. It has optimal compressive strength and is durable.

  • APPLICATIONS
      • Bridges
      • Dams and Port Water Systems
      • Oil and Gas
      • Refineries and Smelters
      • Energy Generation
      • Dams and Water Systems
  • PACKAGING
      • Jumbo Bag
      • Bulk
  • STANDARD REFERENCE
      • SNI 2049-2015 Tipe II
  • ADVANTAGES
      • Resistance to Sulfuric Acid and Chloride Moderate
      • Better Concrete Permeability*
      • Higher Initial and Final Compressive Strength and Durability
  • USER PROJECTS
      • PRY PLTU Jawa 9-10
      • Smelter Gresik
      • PLTU Asam-Asam
      • Youtefa Bridge
      • PLTU Suralaya
      • PLTU Pelabuhan Ratu
      • PLTU Adipala Cilacap
      • PLTU Indramayu
      • PLTGU Muara Tawar
      • PLTU Paiton
      • PLTU Lontar
      • PLTU Tanjung Awar-Awar
      • PLTU Labuhan Banten
TYPICAL ANALYSIS DUPRO+ MSR (PORTLAND CEMENT TYPE II)
QUALITY PARAMETER UNIT SNI
2049-2015 TYPE II
PRODUCT TYPICAL VALUE RANGE
Physical Properties:
Compressive Strength:
3 Days Min Kg/cm2 100 240 ±20
7 Days Min kg/cm2 175 300 ±20
28 Days Min kg/cm2 - - -
Fineness Min m2/kg 280 330 ±20
Air Content Max % 12 5 -
Bonding Time:
Initial Binding Time (Vicat) Min Minutes 45 175 ±20
Final Binding Time (Vicat) Max Minutes 375 305 ±30
Bonding Pseudo Final Penetration (Vicat) Min % 50 80 ±5
- Immutability of shape by autoclave Max % 0.8 0.03 ±0.02
Chemical Properties:
Silicon Dioxide (SIO2) Max % 20 20.7 -
Alumunium Oxide Max % 6 4.4 -
Ferric Oxide Max % 6 4.4 -
Magnesium Oxide (MgO) Max % 6 1.4 -
Sulfur Trioxide (SO3) Max % 3 2.0 ±0.3
Total Alkalies Max % 0.6 0.5 -
Incandescent Liars (LOi) Max % 3 2.0 ±1
Insoluble Part Max % 1.5 0.5 -
Tricalcium Aluminate (C3A) Max % 8 5.0 -