C150 C150m22 Pdf Verified: Astm
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| Type | Name | Primary Use | Key Verified Requirement | |------|------|-------------|--------------------------| | I | General purpose | Pavements, floors, reinforced buildings, precast | Moderate sulfate resistance; no special heat or alkali limits. | | II | Moderate sulfate resistance | Structures exposed to moderate sulfate in soil/water | C₃A ≤ 8% max. | | III | High early strength | Cold weather concreting, fast-track paving, repair | 7-day strength approx. = Type I 28-day strength. | | IV | Low heat of hydration | Massive dams, large mat foundations | Heat of hydration limit at 7 & 28 days. | | V | High sulfate resistance | Wastewater treatment, foundations in severe sulfate soils | C₃A ≤ 5% max. | Once you have obtained a file claiming to
Air-entraining types (IA, IIA, IIIA) – same chemical limits plus air content of 12–18% for mortar (ASTM C185). Chemical Limits: Maximum percentages for compounds (e
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| Test | Requirement | |------|-------------| | Fineness (air permeability, m²/kg) | 260 min (optional lower limit; no max) | | Autoclave expansion | ≤0.80% | | Time of setting (Gillmore) – Initial | ≥45 min | | Time of setting (Gillmore) – Final | ≤375 min | | Air content of mortar | 12% max (for non-air-entraining) | | Compressive strength (ASTM C109) – 3 days | 12.0 MPa (1740 psi) min | | Compressive strength – 7 days | 19.0 MPa (2760 psi) min | | Compressive strength – 28 days | No requirement (historically ~28 MPa but not enforced) |