ASTM C150 — US Standard for Portland Cement | Egyptian Compliance
ASTM C150 is the US standard for Portland cement. Covers Type I/IA/II/IIA/III/IIIA/IV/V Portland cements + masonry. Egyptian cement (Egypt Globe) ASTM C150 compliance, MTC per ASTM C114/C109, AASHTO M-85 acceptance, US state DOT supply.
ASTM C150 — US Standard for Portland Cement
ASTM C150/C150M: "Standard Specification for Portland Cement" is the primary US standard for Portland cement. Required by federal + state highway agencies, by US construction codes (ACI 318), and by most US ready-mix + precast producers.
ASTM C150 defines 8 cement types covering different performance + chemistry:
| Type | Name | Use |
|---|---|---|
| Type I | Normal | General construction, no special properties |
| Type IA | Normal Air-Entraining | Type I + air entrainment for freeze-thaw resistance |
| Type II | Moderate Sulfate Resistance | Sulfate-bearing soils + moderate heat of hydration |
| Type IIA | Moderate Sulfate Resistance + Air-Entraining | Type II + air entrainment |
| Type II(MH) | Moderate Sulfate + Moderate Heat | Mass concrete + moderate sulfate exposure |
| Type III | High Early Strength | Rapid construction, precast, cold weather, early form removal |
| Type IIIA | High Early Strength + Air-Entraining | Type III + air entrainment |
| Type IV | Low Heat of Hydration | Mass concrete dams (rarely used today) |
| Type V | High Sulfate Resistance | Severe sulfate environments, marine, sewerage |
| Property | Type I | Type II | Type III | Type IV | Type V |
|---|---|---|---|---|---|
| SiO₂ min | — | 20.0 | — | — | — |
| Al₂O₃ max | — | 6.0 | — | — | — |
| Fe₂O₃ max | — | 6.0 | — | 6.5 | — |
| MgO max | 6.0 | 6.0 | 6.0 | 6.0 | 6.0 |
| SO₃ max (C₃A ≤ 8%) | 3.0 | 3.0 | 3.5 | 2.3 | 2.3 |
| SO₃ max (C₃A > 8%) | 3.5 | — | 4.5 | — | — |
| LOI max | 3.5 | 3.5 | 3.5 | 2.5 | 3.5 |
| Insoluble residue max | 1.5 | 1.5 | 1.5 | 1.5 | 1.5 |
| C₃A max | — | 8 | 15 | 7 | 5 |
| C₃S+4.75×C₃A max | — | 100 | — | — | — |
| Tricalcium aluminate + ferrite | — | — | — | — | 25 |
Type V's C₃A ≤ 5% limit is the defining characteristic of sulfate-resistant cement.
| Property | Type I | Type II | Type III | Type IV | Type V |
|---|---|---|---|---|---|
| Air content max % | 12 | 12 | 12 | 12 | 12 |
| Fineness, Blaine cm²/g min | 2,800 | 2,800 | — | 2,800 | 2,800 |
| Autoclave expansion max % | 0.80 | 0.80 | 0.80 | 0.80 | 0.80 |
| 1-day compressive MPa min | — | — | 12.0 | — | — |
| 3-day compressive MPa min | 12.0 | 10.0 | 24.0 | — | 8.0 |
| 7-day compressive MPa min | 19.0 | 17.0 | — | 7.0 | 15.0 |
| 28-day compressive MPa min | — | — | — | 17.0 | 21.0 |
| Initial setting Vicat min | 45 | 45 | 45 | 45 | 45 |
| Initial setting Vicat max (min) | 375 | 375 | 375 | 375 | 375 |
Buyers can specify:
Egypt Globe Group ships ASTM C150-compliant cement under:
Every shipment ships with:
- Mill Test Certificate per ASTM C114 chemical + ASTM C109 strength data
- Compliance statement signed by QC manager
- Optional third-party SGS / Intertek lab confirmation report
- AASHTO M-85 acceptance letter (for federal/state highway projects)
| Standard | Region | Type I equivalent | Type V equivalent |
|---|---|---|---|
| EN 197-1 | EU | CEM I 32.5/42.5/52.5 | SRC (per EN 197-1 + SR Annex) |
| AASHTO M-85 | US Federal/State DOT | Adopts ASTM C150 verbatim | Adopts |
| CSA A3000 | Canada | GU (General Use) | HS (High Sulfate Resistance) |
| BS 12 / BS EN 197-1 | UK | CEM I | SR cement |
| IS 269 / 8112 / 12269 | India | OPC 33/43/53 (no direct sulfate equivalent — IS 12330 for SRC) | IS 12330 SRPC |
| GB 175 | China | PC, PI | SRC per GB 748 |
- State DOT cement contracts typically follow AASHTO M-85 (which adopts ASTM C150)
- Typical specification: Type I/II Low Alkali (Na₂Oeq ≤ 0.60%) — covers most general DOT work
- Specialty: Type III for fast-track repairs; Type V for coastal + sulfate-aggressive soils
- Pre-qualified supplier list required for federal projects
- ASR (alkali-silica reactivity) compliance increasingly required
Egypt-globe cement catalog →
EN 197-1 reference (EU standard) →
HS 2523 cement export ref →
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