| Item | Unit | Standard | Results |
|---|---|---|---|
| MgO | % | Max 5.0 | 1.75 |
| F-Cao | % | Max 1.5 | 0.93 |
| LOI | % | Max 1.5 | 0.24 |
| IR | % | Max 0.75 | 0.3 |
| SO3 | % | Max 1.5 | 0.67 |
| C3S+C2S | % | Min 66 | 74.4 |
| CaO/SiO2 | % | Min 2.0 | 3.08 |
| Setting Time(Initial Set) | Min | ≥45 | 95 |
| Setting Time(Final Set) | Min | ≤390 | 155 |
| 3 Day Compressive Strength | MPa | 31.7 | |
| 28 Day Compressive Strength | MPa | 53.4 | |
| Other test results | |||
SiO2 % Al2O3 % Fe2O3 % |
CaO % KH % SM % |
IM % C3S % C2S % |
C3A % C4AF % Finess Blaine Method m2/kg |
21.19 5.93 3.45 |
65.3 0.907 2.26 |
1.72 54.25 20.13 |
9.86 10.49 354 |
| Item | National Standard | Test Results |
|---|---|---|
| Loss on Ignition(LOI)(%) | ≤5.0 | 3.4 |
| MgO(%) | ≤5.0 | 2.8 |
| SO3(%) | ≤3.5 | 2.2 |
| Cl-(%) | ≤0.06 | 0.03 |
| Fineness(45µm residue)(%) | ≤30 | 11.2 |
| Fineness test Blaine(%) | ≥300 | 388 |
| Time of setting(min) | Initial set ≥45 | 190 |
| Final set ≤600 | 240 | |
| 3-day Strength(MPa) | Flexural Strength ≥3.5 | 5.9 |
| Compressive Strength ≥17.0 | 28.1 | |
| 28-day Strength(MPa) | Flexural Strength ≥6.5 | 9 |
| Compressive Strength ≥42.5 | 52 | |
| Variety | Ordinary Portland Cement | |
| Strength Grade | 42.5 | |
| Standard | GB175-2007 "General Portland Cement" GB175-2007 | |
| Item | National Standard | Test Results |
|---|---|---|
| Loss on Ignition(LOI)(%) | ≤3.5 | 1.65 |
| MgO(%) | ≤5.0 | 2.01 |
| SO3(%) | ≤3.5 | 2.24 |
| Cl-(%) | ≤0.06 | 0.026 |
| Insoluble Residue(%) | ≤1.5 | 0.61 |
| Blended Material Content | ≤5.0 | 4.1 |
| Grinding Aid Content | ≤0.5 | 0.03 |
| Fineness test Blaine(m2/kg) | ≥300 | 360 |
| Time of setting(min) | Initial set ≥45 | 157 |
| Final set ≤390 | 251 | |
| 3-day Strength(MPa) | Flexural Strength ≥4.0 | 6.4 |
| Compressive Strength ≥23.0 | 34.9 | |
| Variety | Ordinary Portland Cement | |
| Strength Grade | 52.5 | |
| Standard | GB175-2007 "General Portland Cement" GB175-2007 | |
Portland Cement of Type I Standard
| Characteristic | Units | Criteria conform with ASTM C150 Type I (PNS 07:2018) | Test Results | Test Method |
|---|---|---|---|---|
| PHYSICAL | ||||
| Compressive strength(3 days) | MPa | 12.4 Min | 28.6 | ASTM Cl09/C109M |
| Compressive strength(7 days) | MPa | 19.3 Min | 38.3 | ASTM Cl09/C109M |
| Compressive strength(28 days) | MPa | 27.6 Min | 48.1 | ASTM Cl09/C109M |
| Time of setting(Initial set) | min | 45 Min | 160 | ASTMC191 |
| Time of setting(Final set) | min | 375 Max | 210 | ASTMC191 |
| Fineness test | m2/kg | 280 Min | 380 | ASTM C204 |
| Air content of mortar | % | 12 Max | 4.9 | ASTM Cl85 |
| Autoclave expansion | % | 0.8 Max | 0.08 | ASTMC151 |
| CHEMICAL | ||||
| MgO | % | 6.0 Max | 0.73 | ASTM Cl 14 |
| SO3 | % | 3.0 Max | 1.85 | ASTM Cl 14 |
| Loss on Ignition, (LOI) | % | 3.0 Max | 1.50 | ASTM Cl 14 |
| Insoluble Residue | % | 1.5 Max | 0.72 | ASTM Cl 14 |
| Chemical composition | Reqiured Specification | Results | Test method |
|---|---|---|---|
| Ferricoxide (Fe2O3),% | Max 6.0 | 3.54 | ASTM C114 |
| Alumiumoxide (Al2O3),% | Max 6.0 | 4.95 | |
| Silicondioxide (SiO2),% | - | 20.15 | |
| Calciumoxide (CaO),% | - | 63.32 | |
| Magnesiumoxide (MgO),% | Max 6.0 | 2.04 | |
| Sulfurtrioxide (SO3),% | Max 3.5 | 2.41 | |
| Equivalent alkalies (Na2O+0,658*K2O),% | Max 0.65 | 0.58 | |
| Loss on Ignition (L.O.I),% | Max 3.5 | 2.78 | |
| Insoluble Residue (I.R),% | Max 1.5 | 0.48 | |
| Free CaO,% | Max 1.5 | 0.57 | |
| Tricalcium Aluminate (C3A),% | Max 8.0 | 7.13 | ASTM C150/150 |
| Tricalcium silicate (C3 S),% | - | 59.45 | |
| C4AF+2*C3A,% | - | 25.03 | |
| C3 S+4.75*C3A,% | Max 100.0 | 93.31 | |
| Limestone,% | Max 5.0 | 2.0 | - |
| CaCO3 limestone Purity,% | Min 70.0 | 90.5 | Annex 2 C150/150M |
| Physicalresults | |||
| Specific surface (Blaine method), m2/kg | Min 320 | 364 | ASTM C204 |
| Retained content on sieve 0,045mm,% | Max 12.0 | 3.9 | ASTM C430 |
| Time of set initial Vicat test, minutes | Min 45 | 140 | ASTM C191 |
| Time of set final Vicat test, minutes | Max 375 | 200 | |
| Autoclave expansion,% | Max 0.8 | 0.21 | ASTM C151 |
| Air content of mortar(%) | Max 12.0 | 6.3 | ASTM C185 |
| False set, Final penertration,% | Min 50.0 | 82.7 | ASTM C451 |
| Compressivestrength | |||
| 1 day, Mpa | 12-15 | 128 | ASTM C109/C109M |
| 3 day, Mpa | 21-26 | 236 | |
| 7 day, Mpa | 28-32 | 303 | |
| 28 day, Mpa | 38-43 | 408 | |
Portland Cement of TYPE I/II LOW ALKALIES Standard
| CHARACTERISTICS | Testing methods | ASTM C150/C150M Spec. | Results |
|---|---|---|---|
| Chemical Analysis | |||
| Ferricoxide (Fe2O3), % | ASTM C114 | Max 6.0 | 3.43 |
| Alumiumoxide (Al2O3),% | Max 6.0 | 4.90 | |
| Calciumoxide (CaO),% | N/A | 63.29 | |
| Magnesiumoxide (MgO),% | Max 6.0 | 2.02 | |
| Silicondioxide (SiO2),% | N/A | 20.26 | |
| Sulfurtrioxide(SO3),% | Max 3.0 | 2.29 | |
| Lossonignition (L.O.I),% | Max 3.5 | 2.79 | |
| Insolubleresidue (I.R),% | Max 1.5 | 0.48 | |
| Equivalent alkalies (Na2O+0,658*K2O),% | Max 0.6 | 0.51 | |
| C3 S,% | By calculation | N/A | 59.32 |
| C2 S,% | N/A | 13.33 | |
| C3A,% | Max 8.0 | 7.18 | |
| C4AF,% | N/A | 10.44 | |
| Physical analysis | |||
| Compressivestrength - After 3 days, Mpa - After 7 days, Mpa - After 28 days, Mpa |
ASTM C109/C109M | Min 12.0 Min 19.0 Min 28.0 |
23.8 30.7 42.3 |
| Fineness - Retained content on sieve 45µm,% - Retained content on sieve 90µm,% - Specific surface (Blaine method),m2/kg |
ASTM C430 ASTM C430 ASTM C204 |
N/A N/A Min 260 |
7.5 0.9 366 |
| Timeofsetting(Vicattest) - Initial set., min. - Final set., min. |
ASTM 191 | Min 45 Max 375 |
145 200 |
| False set, Final penertration,% | ASTM C451 | Min 50 | 82.70 |
| Air content of mortar, volume | ASTM C185 | Max 12 | 5.80 |
| Autoclave expansion,% | ASTM C151 | Max 0.8 | 0.15 |
| *N/A: Not Appication | |||
| The formula is as follows: C3S=40071*CaO-7.6*SiO2-6.718*Al2O3- 1.430*Fe2O3-2.852*SO3 C2S = 2.867*SiO2-0.7544*C3S C3A=2.650*Al2O3- 1.692*Fe2O3 C4AF =0.343*Fe2O3 |
|||
| Chemical composition | Reqiured Specification | Results | Test method |
|---|---|---|---|
| Ferricoxide (Fe2O3),% | - | 3.01 | ASTM C114 |
| Alumiumoxide (Al2O3),% | - | 4.96 | |
| Silicondioxide (SiO2),% | - | 20.18 | |
| Calciumoxide (CaO),% | - | 62.68 | |
| Magnesiumoxide (MgO),% | - | 2.79 | |
| Sulfurtrioxide (SO3),% | Max 3.0 | 2.03 | |
| Loss on Ignition (L.O.I),% | Max 10.0 | 3.82 | |
| Insoluble Residue (I.R),% | - | 1.09 | |
| Equivalent alkalies (Na2O+0,658*K2O),% | - | 0.56 | |
| Free CaO | Max 1.5 | 0.58 | |
| Tricalcium Aluminate (C3A),% | - | 8.05 | By calculated |
| Tricalcium silicate (C3 S),% | - | 58.39 | |
| Dicalcium silicate (C2 S),% | - | 13.81 | |
| Tetracalcium alumioferrite (C4AF),% | - | 9.15 | |
| CaCO3 limestone Purity,% | Min 70.0 | 90 | Annex 2 C150/150M |
| Limestone,% | 5.0- 15.0 | 8 | - |
| Physicalresults | |||
| Specific surface (Blaine method), m2/kg | ≥320 | 408 | ASTM C204 |
| Retained content on sieve 45µm,% | Max 12.0 | 5.6 | ASTM C430 |
| Time of set initial Vicat test, minutes | Min 45 | 160 | ASTM C191 |
| Time of set final Vicat test, minutes | Max 375 | 235 | |
| Autoclave expansion,% | Max 0.8 | 0.18 | ASTM C151 |
| Air content of mortar (%) | Max 12.0 | 7.9 | ASTM C185 |
| Compressivestrength | |||
| 3 day, Mpa/Psi | ≥ 13.0/1890 | 18. 1/2625 | ASTM C109/C109M |
| 7 day, Mpa/Psi | ≥ 20.0/2900 | 27.5/3990 | |
| 28 day, Mpa/Psi | ≥ 25.0/3620 | 38.9/5640 | |
Portland Cement of Type IP Standard
| Characteristic | Units | Criteria conform with Type IP (PNS 63:2019) | Test Result | Test Method |
|---|---|---|---|---|
| PHYSICAL | ||||
| Compressive strength • 3 days • 7 days • 28 days |
MPa | 13.0 Min 20.0 Min 25.0 Min |
20.9 25.2 34.4 |
ASTMC109 / C109M |
| Time of setting • Initial set • Final set |
min | 45 Min 420 Max |
170 210 |
ASTMC191 |
| Fineness test | m2/kg | 280 Min | 410 | ASTM C204 |
| Air content of mortar | % | 12 Max | 4.8 | ASTMC185 |
| Autoclave expansion | % | 0.5 Max | 0.09 | ASTMC151 |
| CHEMICAL | ||||
| MgO | % | 5.0 Max | 1.35 | ASTM Cl 14 |
| SO3 | % | 4.0 Max | 1.60 | |
| Loss in ignition, (LOI) | % | 8.0 Max | 6.80 | |
SULPHATE RESISTANT CEMENT TYPE V
| Items | Units | Specification | Test method | Result |
|---|---|---|---|---|
| ChemicalAnalysis | ||||
| Ferricoxide (Fe2O3) | % | N/A | ASTM C114 | 3.96 |
| Alumiumoxide (Al2O3) | 4.05 | |||
| Silicondioxide (SiO2) | 21.15 | |||
| Calciumoxide (CaO) | 63.77 | |||
| Magnesiumoxide (MgO) | Max 6.0 | 2.06 | ||
| Sulfurtrioxide (SO3) | Max 2.3 | 1.62 | ||
| C3A content | Max 5.0 | 4.03 | ||
| Loss on Ignition (L.O.I) | Max 3.5 | 2.45 | ||
| Insoluble Residue (I.R) | Max 1.5 | 0.48 | ||
| Physicalanalysis | ||||
| Specific surface (Blaine method) | m2/kg | Min 260 | ASTM C204 | 375 |
| Compressivestrength - After 3 days - After 7 days - After 28 days |
Mpa | ≥ 8.0 ≥ 15.0 ≥ 21.0 |
ASTM C109 / C109M | 17.1 26.4 35.7 |
| Timeofsetting(Vicattest) - Initial set. - Final set. |
min. min. |
≥ 45 ≤ 375 |
ASTM C191 | 135 190 |
| Air content ofmortar | % | ≤ 12.0 | ASTM C185 | 5.5 |
| Auto clave expansion | ≤ 0.8 | ASTM C151 | 0.11 | |
| False set, final penetration | Min 50.0 | ASTM C451 | 85.58 | |
| Sunfat resistance in 14 days expansion | ≤ 0.04 | ASTM C452 | 0.019 | |
| N/A: Not application. | ||||
| Technical characteristics | Units | Method | Guarantee | Typical |
|---|---|---|---|---|
| Chemicalcomposition | ||||
| Al2O3 | % | EN 196 - 2:2013 | 3.5-6.5 | 5.41 |
| Fe2O3 | 2.0-4.0 | 3.08 | ||
| CaO | ≥ 60.0 | 63.62 | ||
| MgO | ≤ 3.0 | 1.18 | ||
| SO3 | ≤ 3.0 | 2.35 | ||
| LOI | ≤ 3.0 | 1.9 | ||
| IR | ≤ 1.50 | 0.58 | ||
| Free lime | ≤ 1.5 | 1.2 | ||
| Cl- | ≤ 0. 1 | 0.007 | ||
| Total Alkalis (Na2O+0,658*K2O) | - | 0.63 | ||
| Physicalproperties | ||||
| Finess Blaine Method | cm2/g | EN 196-6:2018 | ≥ 3200 | 3660 |
| On sieve N. 0,09 | % | ≤ 1.0 | 0.4 | |
| Soundness Le Chatelier | mm | EN 196-3:2016 | - | - |
| Setting time - Initial set - Final set |
min. | ≥ 100 ≤ 300 |
125 125 |
|
| Compressive strength - 02 days - 07 days - 28 days |
N/mm2 | EN 196- 1:2016 | ≥ 22.0 ≥ 35.0 ≥ 55.0 |
25.4 43.5 58.5 |
Portland Cement of CEM II 42.5R
| Characteristic | Unit | Range | Test Result | Test Method |
|---|---|---|---|---|
| Compressive strength -3-days -28-days |
MPa | 20.0 Min 42.5 Min |
22.1 54.0 |
EN 196-1 |
| Initial setting time | min | 60 Min | 170 | EN 196-3 |
| Soundness expansionl | mm | 10 Max | 1 | EN 196-3 |
| Sulfate content | % | 4.0 Max | 2.4 | EN 196-2 |
| Chloride content | 0.1 Max | 0.01 | ||
| Loss on Ignition | - | 8.20 | ||
| Insoluble Residue | - | 2.30 |
Portland Cement of GB 175-2007 GRADE P. II 52.5R
| Characteristic | Units | Specifications | Test Methods |
|---|---|---|---|
| Chemical | |||
| MgO | % | <4.00 | GB/T 176 |
| SO3 | <3.50 | ||
| Loss on Ignition (LOI) | <3.50 | ||
| Chloride content | <0.06 | ||
| Insoluble residue | <1.50 | ||
| Physical | |||
| Consistency | % | / | GB/T 1346 |
| Mass density | g/cm3 | / | GB/T 208 |
| Specific surface | m2/kg | >300 | GB/T 8074 |
| Time of setting (Vicat test) Initial set Final |
Min | >45 <390 |
GB/T 1346 |
| Compressive strength -3 days -28 days |
MPa | >27.0 >52.5 |
GB/T 17671 |
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