Normal Concrete Mixture Ratio Table
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Normal Concrete Mixture Ratio NO：001
| Technical requirements | Intensity level：C15 | Impermeability grade: | slump /mm：10-30 | ||||
| Raw materials | Cement：P.O 32.5 | Medium size sand | gravel /mm: 16-31.5 | ||||
| Fly ash:- Admixtures：- | |||||||
| mix ratio | 1㎡ material usage per kg | cement | Sand | gravel | water | Admixtures | sand ratio |
| 260 | 720 | 1235 | 175 | – | 37 % | ||
| ratio | 1 | 2.77 | 4.75 | 0.67 | – | ||
Normal Concrete Mixture Ratio NO：002
| Technical requirements | Intensity level：C15 | Impermeability grade: | slump /mm：160-180 | ||||
| Raw materials | Cement：P.O 32.5 | Medium size sand | gravel /mm: 16-31.5 | ||||
| Fly ash:： Admixtures：JM -V1 | |||||||
| mix ratio | 1㎡ material usage per kg | cement | Sand | gravel | water | Admixtures | sand ratio |
| 320 | 825 | 1090 | 190 | 3.2 | 43 % | ||
| ratio | 1 | 2.77 | 4.75 | 0.67 | 0.01 | ||
Normal Concrete Mixture Ratio NO：003
| Technical requirements | Intensity level：C15 | Impermeability grade: | slump /mm：10-30 | ||||
| Raw materials | Cement：P.O 32.5 | Medium size sand | gravel /mm: 20-40 | ||||
| Fly ash:： Admixtures： | |||||||
| mix ratio | 1㎡ material usage per kg | cement | Sand | gravel | water | Admixtures | sand ratio |
| 260 | 715 | 1275 | 170 | – | 36 % | ||
| ratio | 1 | 2.75 | 4.75 | 0.67 | – | ||
Normal Concrete Mixture Ratio NO：004
| Technical requirements | Intensity level：C15 | Impermeability grade: | slump /mm：160-180 | ||||
| Raw materials | Cement：P.O 32.5 | Medium size sand | gravel /mm: 20-40 | ||||
| Fly ash:： Admixtures：JM-V1 | |||||||
| mix ratio | 1㎡ material usage per kg | cement | Sand | gravel | water | Admixtures | sand ratio |
| 315 | 820 | 1090 | 190 | 3.15 | 43 % | ||
| ratio | 1 | 2.60 | 3.46 | 0.60 | 0.01 | ||
Normal Concrete Mixture Ratio NO：005
| Technical requirements | Intensity level：C15 | Impermeability grade: | slump /mm：35-50 | ||||
| Raw materials | Cement：P.O 32.5 | Medium size sand | gravel /mm: 20-40 | ||||
| Fly ash:： Admixtures： | |||||||
| mix ratio | 1㎡ material usage per kg | cement | Sand | gravel | water | Admixtures | sand ratio |
| 270 | 715 | 1255 | 180 | – | 36 % | ||
| ratio | 1 | 2.65 | 4.65 | 0.67 | – | ||
Normal Concrete Mixture Ratio NO：006
| Technical requirements | Intensity level：C15 | Impermeability grade: | slump /mm：55-70 | ||||
| Raw materials | Cement：P.O 32.5 | Medium size sand | gravel /mm: 20-40 | ||||
| Fly ash:： Admixtures： | |||||||
| mix ratio | 1㎡ material usage per kg | cement | Sand | gravel | water | Admixtures | sand ratio |
| 280 | 690 | 1270 | 190 | – | 35 % | ||
| ratio | 1 | 2.46 | 4.54 | 0.68 | – | ||
Normal Concrete Mixture Ratio NO：007
| Technical requirements | Intensity level：C15 | Impermeability grade: | slump /mm：10-30 | ||||
| Raw materials | Cement：P.O 32.5 | Medium size sand | gravel /mm: 5-16 | ||||
| Fly ash:： Admixtures： | |||||||
| mix ratio | 1㎡ material usage per kg | cement | Sand | gravel | water | Admixtures | sand ratio |
| 310 | 710 | 1210 | 195 | – | 37 % | ||
| ratio | 1 | 2.29 | 3.90 | 0.63 | – | ||
Normal Concrete Mixture Ratio NO：008
| Technical requirements | Intensity level：C15 | Impermeability grade: | slump /mm：180-200 | ||||
| Raw materials | Cement：P.O 32.5 | Medium size sand | gravel /mm: 5-31.5 | ||||
| Fly ash:： Admixtures：JM-V1 | |||||||
| mix ratio | 1㎡ material usage per kg | cement | Sand | gravel | water | Admixtures | sand ratio |
| 320 | 805 | 1110 | 195 | 3.2 | 42 % | ||
| ratio | 1 | 2.52 | 3.47 | 0.61 | 0.01 | ||
Normal Concrete Mixture Ratio NO：009
| Technical requirements | Intensity level：C15 | Impermeability grade: | slump /mm：180-200 | ||||
| Raw materials | Cement：P.O 32.5 | Medium size sand | gravel /mm: 5-40 | ||||
| Fly ash:： Admixtures：JM-V1 | |||||||
| mix ratio | 1㎡ material usage per kg | cement | Sand | gravel | water | Admixtures | sand ratio |
| 315 | 790 | 1130 | 195 | 3.15 | 41 % | ||
| ratio | 1 | 2.51 | 3.59 | 0.62 | 0.01 | ||
Normal Concrete Mixture Ratio NO：010
| Technical requirements | Intensity level：C20 | Impermeability grade: | slump /mm：160-180 | ||||
| Raw materials | Cement：P.O 32.5 | Medium size sand | gravel /mm: 16-31.5 | ||||
| Fly ash:： Admixtures：JM-V1 | |||||||
| mix ratio | 1㎡ material usage per kg | cement | Sand | gravel | water | Admixtures | sand ratio |
| 355 | 790 | 1090 | 190 | 3.55 | 42 % | ||
| ratio | 1 | 2.23 | 3.07 | 0.54 | 0.01 | ||
Normal Concrete Mixture Ratio NO：027
| Technical requirements | Intensity level：C25 | Impermeability grade: | slump /mm：10-30 | ||||
| Raw materials | Cement：P.O 32.5 | Medium size sand | gravel /mm: 16-31.5 | ||||
| Fly ash: Admixtures: | |||||||
| mix ratio | 1㎡ material usage per kg | cement | Sand | gravel | water | Admixtures | sand ratio |
| 335 | 660 | 1270 | 170 | – | 34 % | ||
| ratio | 1 | 1.97 | 3.79 | 0.51 | – | ||
Normal Concrete Mixture Ratio NO：040
| Technical requirements | Intensity level：C30 | Impermeability grade: | slump /mm：10-30 | ||||
| Raw materials | Cement：P.O 32.5 | Medium size sand | gravel /mm: 16-31.5 | ||||
| Fly ash: Admixtures: | |||||||
| mix ratio | 1㎡ material usage per kg | cement | Sand | gravel | water | Admixtures | sand ratio |
| 375 | 620 | 1255 | 175 | – | 33 % | ||
| ratio | 1 | 1.65 | 3.35 | 0.47 | – | ||
Normal Concrete Mixture Ratio NO：090
| Technical requirements | Intensity level：C50 | Impermeability grade: | slump /mm：55-70 | ||||
| Raw materials | Cement：P.O 42.5 | Medium size sand | gravel /mm: 5-31.5 | ||||
| Fly ash: Admixtures: JM-4（B） | |||||||
| mix ratio | 1㎡ material usage per kg | cement | Sand | gravel | water | Admixtures | sand ratio |
| 445 | 630 | 1220 | 150 | 11.12 | 34% | ||
| ratio | 1 | 1.42 | 2.74 | 0.34 | 0.025 | ||