MD-001
43
Format 15 COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS TEST.Ref.No. : MD-001 40 mm LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS : DATE CASTED : 3/20/2013 WATER /CEMENT RATIO : 0.60 VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 317 AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly DATE OF TESTING 3/27/2013 4/17/2013 SPECIMEN No. 1 2 3 1 2 3 AGE IN.DAYS 7 7 7 28 28 28 WEIGHT (Kg) 8.106 8.124 8.066 8.194 8.162 8.084 2402 2407 2390 2428 2418 2395 MAX. LOAD AT FAILURE (KN) 445.3 456.8 458.8 599.7 620.5 624 COMPRESSIVE STRENGTH (M pa) 19.8 20.3 20.4 26.7 27.6 27.7 AVERAGE COMPRESSIVE STRENGTH (M pa) 20.2 27.3 REMARKS : Tested by: Date: Approved by: Date: SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT 赞比亚卡皮里称重站项目经理部 TEST METHOD : BS 1881; Part 116 SLUMP AT SITE： DENSITY (Kg/m 3 )
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Transcript of MD-001
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-001 40 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 3/20/2013 WATER /CEMENT RATIO : 0.60
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 317
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 3/27/2013 4/17/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 28 28 28
WEIGHT (Kg) 8.106 8.124 8.066 8.194 8.162 8.084
2402 2407 2390 2428 2418 2395
MAX. LOAD AT FAILURE (KN) 445.3 456.8 458.8 599.7 620.5 624
COMPRESSIVE STRENGTH (M pa) 19.8 20.3 20.4 26.7 27.6 27.7
AVERAGE COMPRESSIVE STRENGTH (M pa) 20.2 27.3
REMARKS :
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-002 90 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 3/21/2013 WATER /CEMENT RATIO : 0.60
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 327
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 3/28/2013 4/18/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 28 28 28
WEIGHT (Kg) 8.066 8.082 8.038 8.06 8.048 8.094
2390 2395 2382 2388 2385 2398
MAX. LOAD AT FAILURE (KN) 505.7 527.2 472.4 570.1 617.4 564.1
COMPRESSIVE STRENGTH (M pa) 22.5 23.4 21.0 25.3 27.4 25.1
AVERAGE COMPRESSIVE STRENGTH (M pa) 22.3 25.9
REMARKS :
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-003 60 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 3/21/2013 WATER /CEMENT RATIO : 0.60
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 317
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 3/28/2013 4/18/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 28 28 28
WEIGHT (Kg) 8.112 8.072 8.014 8.068 8.074 8.104
2404 2392 2375 2391 2392 2401
MAX. LOAD AT FAILURE (KN) 505.9 461.8 512.4 664.3 699.3 726.9
COMPRESSIVE STRENGTH (M pa) 22.5 20.5 22.8 29.5 31.1 32.3
AVERAGE COMPRESSIVE STRENGTH (M pa) 21.9 31.0
REMARKS :
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-004 55 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 3/22/2013 WATER /CEMENT RATIO : 0.50
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 392
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 3/29/2013 4/19/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 28 28 28
WEIGHT (Kg) 8.08 8.068 8.138 8.018 8.188 8.07
2394 2391 2411 2376 2426 2391
MAX. LOAD AT FAILURE (KN) 640.6 674.7 702.8 861.2 872.5 845.1
COMPRESSIVE STRENGTH (M pa) 28.5 30.0 31.2 38.3 38.8 37.6
AVERAGE COMPRESSIVE STRENGTH (M pa) 29.9 38.2
REMARKS :
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-005 60 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 3/22/2013 WATER /CEMENT RATIO : 0.55
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 353
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 3/29/2013 4/19/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 28 28 28
WEIGHT (Kg) 8.19 8.078 8.108 8.094 8.148 8.102
2427 2393 2402 2398 2414 2401
MAX. LOAD AT FAILURE (KN) 609.8 615.4 619.2 812.5 785 804.2
COMPRESSIVE STRENGTH (M pa) 27.1 27.4 27.5 36.1 34.9 35.7
AVERAGE COMPRESSIVE STRENGTH (M pa) 27.3 35.6
REMARKS :
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-006 67 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 3/23/2013 WATER /CEMENT RATIO : 0.65
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 292
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 3/30/2013 4/20/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 28 28 28
WEIGHT (Kg) 8.162 8.178 8.168 8.198 8.268 8.18
2418 2423 2420 2429 2450 2424
MAX. LOAD AT FAILURE (KN) 436.7 437.5 417.2 602.3 646 648.9
COMPRESSIVE STRENGTH (M pa) 19.4 19.4 18.5 26.8 28.7 28.8
AVERAGE COMPRESSIVE STRENGTH (M pa) 19.1 28.1
REMARKS :
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-007 65 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 3/23/2013 WATER /CEMENT RATIO : 0.70
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 266
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 3/30/2013 4/20/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 28 28 28
WEIGHT (Kg) 8.132 8.182 8.174 8.218 8.184 8.152
2409 2424 2422 2435 2425 2415
MAX. LOAD AT FAILURE (KN) 417.6 412.9 387.1 598.5 549.3 601.2
COMPRESSIVE STRENGTH (M pa) 18.6 18.4 17.2 26.6 24.4 26.7
AVERAGE COMPRESSIVE STRENGTH (M pa) 18.0 25.9
REMARKS :
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-008 65 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 3/23/2013 WATER /CEMENT RATIO : 0.75
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 245
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 3/30/2013 4/20/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 28 28 28
WEIGHT (Kg) 8.138 8.12 8.092 8.114 8.14 8.146
2411 2406 2398 2404 2412 2414
MAX. LOAD AT FAILURE (KN) 357.5 360.1 354.7 478.5 503.2 513
COMPRESSIVE STRENGTH (M pa) 15.9 16.0 15.8 21.3 22.4 22.8
AVERAGE COMPRESSIVE STRENGTH (M pa) 15.9 22.1
REMARKS :
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-009 55 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 4/7/2013 WATER /CEMENT RATIO : 0.60
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 342
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 4/14/2013 4/28/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 21 21 21
WEIGHT (Kg) 8.204 8.17 8.14 8.2 8.192 8.144
2431 2421 2412 2430 2427 2413
MAX. LOAD AT FAILURE (KN) 504.2 470.6 468.3 716 649.8 727.9
COMPRESSIVE STRENGTH (M pa) 22.4 20.9 20.8 31.8 28.9 32.4
AVERAGE COMPRESSIVE STRENGTH (M pa) 21.4 31.0
REMARKS :
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-009 55 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 4/7/2013 WATER /CEMENT RATIO : 0.60
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 342
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 5/5/2013
SPECIMEN No. 1 2 3
AGE IN.DAYS 28 28 28
WEIGHT (Kg) 8.185 8.138 8.19
2425 2411 2427
MAX. LOAD AT FAILURE (KN) 743.1 727.4 754.9
COMPRESSIVE STRENGTH (M pa) 33.0 32.3 33.6
AVERAGE COMPRESSIVE STRENGTH (M pa) 33.0
REMARKS :
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-010 55 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 4/7/2013 WATER /CEMENT RATIO : 0.50
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 420
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 4/14/2013 4/28/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 21 21 21
WEIGHT (Kg) 8.146 8.164 8.052 8.2 8.2 8.26
2414 2419 2386 2430 2430 2447
MAX. LOAD AT FAILURE (KN) 648.2 635.7 635.2 749.5 821.2 768.5
COMPRESSIVE STRENGTH (M pa) 28.8 28.3 28.2 33.3 36.5 34.2
AVERAGE COMPRESSIVE STRENGTH (M pa) 28.4 34.7
REMARKS :
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-010 55 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 4/7/2013 WATER /CEMENT RATIO : 0.50
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 420
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 5/5/2013
SPECIMEN No. 1 2 3
AGE IN.DAYS 28 28 28
WEIGHT (Kg) 8.126 8.185 8.166
2408 2425 2420
MAX. LOAD AT FAILURE (KN) 814.9 853.2 820.2
COMPRESSIVE STRENGTH (M pa) 36.2 37.9 36.5
AVERAGE COMPRESSIVE STRENGTH (M pa) 36.9
REMARKS :
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-011 62 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 4/7/2013 WATER /CEMENT RATIO : 0.70
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 290
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 4/14/2013 4/28/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 21 21 21
WEIGHT (Kg) 8.046 8.08 8.092 8.06 8.122 8.074
2384 2394 2398 2388 2407 2392
MAX. LOAD AT FAILURE (KN) 392.5 409.2 393.1 544.3 550.5 519.5
COMPRESSIVE STRENGTH (M pa) 17.4 18.2 17.5 24.2 24.5 23.1
AVERAGE COMPRESSIVE STRENGTH (M pa) 17.7 23.9
REMARKS :
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-011 62 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 4/7/2013 WATER /CEMENT RATIO : 0.70
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 290
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 5/5/2013
SPECIMEN No. 1 2 3
AGE IN.DAYS 28 28 28
WEIGHT (Kg) 8.095 8.12 8.07
2399 2406 2391
MAX. LOAD AT FAILURE (KN) 618.0 586.2 553.6
COMPRESSIVE STRENGTH (M pa) 27.5 26.1 24.6
AVERAGE COMPRESSIVE STRENGTH (M pa) 26.0
REMARKS :
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-012 60 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 4/8/2013 WATER /CEMENT RATIO : 0.80
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 250
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 4/15/2013 4/29/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 21 21 21
WEIGHT (Kg) 8.076 8.114 8.086 8.092 8.13 8.1
2393 2404 2396 2398 2409 2400
MAX. LOAD AT FAILURE (KN) 306.0 272.8 331.0 414.3 415 385.4
COMPRESSIVE STRENGTH (M pa) 13.6 12.1 14.7 18.4 18.4 17.1
AVERAGE COMPRESSIVE STRENGTH (M pa) 13.5 18.0
REMARKS :
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-012 60 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 4/8/2013 WATER /CEMENT RATIO : 0.80
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 250
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 5/6/2013
SPECIMEN No. 1 2 3
AGE IN.DAYS 28 28 28
WEIGHT (Kg) 8.06 8.14 8.055
2388 2412 2387
MAX. LOAD AT FAILURE (KN) 445.2 415.0 421.5
COMPRESSIVE STRENGTH (M pa) 19.8 18.4 18.7
AVERAGE COMPRESSIVE STRENGTH (M pa) 19.0
REMARKS :
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-013 60 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 4/8/2013 WATER /CEMENT RATIO : 0.75
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 267
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 4/15/2013 4/29/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 21 21 21
WEIGHT (Kg) 8.09 8.126 8.084 8.05 8.08 8.04
2397 2408 2395 2385 2394 2382
MAX. LOAD AT FAILURE (KN) 370.2 335.0 362.3 454.6 467 463.4
COMPRESSIVE STRENGTH (M pa) 16.5 14.9 16.1 20.2 20.8 20.6
AVERAGE COMPRESSIVE STRENGTH (M pa) 15.8 20.5
REMARKS :
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-013 60 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 4/8/2013 WATER /CEMENT RATIO : 0.75
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 267
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 5/6/2013
SPECIMEN No. 1 2 3
AGE IN.DAYS 28 28 28
WEIGHT (Kg) 8.14 8.11 8.024
2412 2403 2377
MAX. LOAD AT FAILURE (KN) 525.1 478.3 546.0
COMPRESSIVE STRENGTH (M pa) 23.3 21.3 24.3
AVERAGE COMPRESSIVE STRENGTH (M pa) 23.0
REMARKS :
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-014 62 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 4/8/2013 WATER /CEMENT RATIO : 0.65
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 314
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 4/15/2013 4/29/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 21 21 21
WEIGHT (Kg) 8.084 8.094 8.15 8.12 8.092 8.052
2395 2398 2415 2406 2398 2386
MAX. LOAD AT FAILURE (KN) 478.1 435.1 430.5 561.1 594.2 578.8
COMPRESSIVE STRENGTH (M pa) 21.2 19.3 19.1 24.9 26.4 25.7
AVERAGE COMPRESSIVE STRENGTH (M pa) 19.9 25.7
REMARKS :
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-014 62 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 4/8/2013 WATER /CEMENT RATIO : 0.65
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 314
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 5/6/2013
SPECIMEN No. 1 2 3
AGE IN.DAYS 28 28 28
WEIGHT (Kg) 8.07 8.06 8.12
2391 2388 2406
MAX. LOAD AT FAILURE (KN) 652.5 610.0 628.3
COMPRESSIVE STRENGTH (M pa) 29.0 27.1 27.9
AVERAGE COMPRESSIVE STRENGTH (M pa) 28.0
REMARKS :
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-015 59 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 4/8/2013 WATER /CEMENT RATIO : 0.55
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 376
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 4/15/2013 4/29/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 21 21 21
WEIGHT (Kg) 8.086 8.134 8.064 8.11 8.135 8.079
2396 2410 2389 2403 2410 2394
MAX. LOAD AT FAILURE (KN) 595.3 589.0 561.6 733.3 765.8 677.7
COMPRESSIVE STRENGTH (M pa) 26.5 26.2 25.0 32.6 34.0 30.1
AVERAGE COMPRESSIVE STRENGTH (M pa) 25.9 32.2
REMARKS :
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-015 59 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 4/8/2013 WATER /CEMENT RATIO : 0.55
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 376
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 5/6/2013
SPECIMEN No. 1 2 3
AGE IN.DAYS 28 28 28
WEIGHT (Kg) 8.066 8.114 8.08
2390 2404 2394
MAX. LOAD AT FAILURE (KN) 756.8 798.2 745.1
COMPRESSIVE STRENGTH (M pa) 33.6 35.5 33.1
AVERAGE COMPRESSIVE STRENGTH (M pa) 34.1
REMARKS :
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-016 65 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 7/1/2013 WATER /CEMENT RATIO : 0.60
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 317
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 7/8/2013 7/22/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 28 28 28
WEIGHT (Kg) 8.072 8.122 7.968
2392 2407 2361 0 0 0
MAX. LOAD AT FAILURE (KN) 420.0 442.5 444.5
COMPRESSIVE STRENGTH (M pa) 18.7 19.7 19.8 0.0 0.0 0.0
AVERAGE COMPRESSIVE STRENGTH (M pa) 19.4 0.0
REMARKS :
Mix Design For After Sieve sand
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-017 60 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 7/1/2013 WATER /CEMENT RATIO : 0.50
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 386
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 7/8/2013 7/22/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 28 28 28
WEIGHT (Kg) 8.014 8.064 7.998
2375 2389 2370 0 0 0
MAX. LOAD AT FAILURE (KN) 566.0 591.0 537.5
COMPRESSIVE STRENGTH (M pa) 25.2 26.3 23.9 0.0 0.0 0.0
AVERAGE COMPRESSIVE STRENGTH (M pa) 25.1 0.0
REMARKS :
Mix Design For After Sieve sand
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-018 57 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 7/1/2013 WATER /CEMENT RATIO : 0.70
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 386
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 7/8/2013 7/22/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 28 28 28
WEIGHT (Kg) 7.902 8.026 8
2341 2378 2370 0 0 0
MAX. LOAD AT FAILURE (KN) 313.0 316.0 330.2
COMPRESSIVE STRENGTH (M pa) 13.9 14.0 14.7 0.0 0.0 0.0
AVERAGE COMPRESSIVE STRENGTH (M pa) 14.2 0.0
REMARKS :
Mix Design For After Sieve sand
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-019 59 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 7/2/2013 WATER /CEMENT RATIO : 0.55
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 351
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 7/9/2013 7/23/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 28 28 28
WEIGHT (Kg) 8.15 8.166 8.12
2415 2420 2406 0 0 0
MAX. LOAD AT FAILURE (KN) 489.0 453.0 490.0
COMPRESSIVE STRENGTH (M pa) 21.7 20.1 21.8 0.0 0.0 0.0
AVERAGE COMPRESSIVE STRENGTH (M pa) 21.2 0.0
REMARKS :
Mix Design For After Sieve sand
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-020 62 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 7/2/2013 WATER /CEMENT RATIO : 0.65
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 292
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 7/9/2013 7/23/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 28 28 28
WEIGHT (Kg) 8.164 8.154 8.134
2419 2416 2410 0 0 0
MAX. LOAD AT FAILURE (KN) 357.0 360.0 366.0
COMPRESSIVE STRENGTH (M pa) 15.9 16.0 16.3 0.0 0.0 0.0
AVERAGE COMPRESSIVE STRENGTH (M pa) 16.0 0.0
REMARKS :
Mix Design For After Sieve sand
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-021 65 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 7/2/2013 WATER /CEMENT RATIO : 0.75
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 248
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 7/9/2013 7/23/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 28 28 28
WEIGHT (Kg) 8.192 8.172 8.164
2427 2421 2419 0 0 0
MAX. LOAD AT FAILURE (KN) 322.0 333.0 278.0
COMPRESSIVE STRENGTH (M pa) 14.3 14.8 12.4 0.0 0.0 0.0
AVERAGE COMPRESSIVE STRENGTH (M pa) 13.8 0.0
REMARKS :
Mix Design For After Sieve sand
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-022 70 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 7/4/2013 WATER /CEMENT RATIO : 0.60
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 322
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 7/11/2013 7/25/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 28 28 28
WEIGHT (Kg) 8.134 8.122 8.096
2410 2407 2399 0 0 0
MAX. LOAD AT FAILURE (KN) 428.0 437.0 395.0
COMPRESSIVE STRENGTH (M pa) 19.0 19.4 17.6 0.0 0.0 0.0
AVERAGE COMPRESSIVE STRENGTH (M pa) 18.7 0.0
REMARKS :
Mix Design For After Sieve sand And Washed sand Mix
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-023 65 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 7/4/2013 WATER /CEMENT RATIO : 0.50
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 386
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 7/11/2013 7/25/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 28 28 28
WEIGHT (Kg) 8.196 8.104 8.13
2428 2401 2409 0 0 0
MAX. LOAD AT FAILURE (KN) 499.0 522.0 551.0
COMPRESSIVE STRENGTH (M pa) 22.2 23.2 24.5 0.0 0.0 0.0
AVERAGE COMPRESSIVE STRENGTH (M pa) 23.3 0.0
REMARKS :
Mix Design For After Sieve sand And Washed sand Mix
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-024 65 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 7/5/2013 WATER /CEMENT RATIO : 0.70
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 269
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 7/12/2013 7/26/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 28 28 28
WEIGHT (Kg) 8.088 8.072 8.034
2396 2392 2380 0 0 0
MAX. LOAD AT FAILURE (KN) 333.0 339.0 394.0
COMPRESSIVE STRENGTH (M pa) 14.8 15.1 17.5 0.0 0.0 0.0
AVERAGE COMPRESSIVE STRENGTH (M pa) 15.8 0.0
REMARKS :
Mix Design For After Sieve sand And Washed sand Mix
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-025 70 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 7/5/2013 WATER /CEMENT RATIO : 0.75
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 251
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 7/12/2013 7/26/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 28 28 28
WEIGHT (Kg) 8.096 8.078 8.152
2399 2393 2415 0 0 0
MAX. LOAD AT FAILURE (KN) 270.0 280.0 269.0
COMPRESSIVE STRENGTH (M pa) 12.0 12.4 12.0 0.0 0.0 0.0
AVERAGE COMPRESSIVE STRENGTH (M pa) 12.1 0.0
REMARKS :
Mix Design For After Sieve sand And Washed sand Mix
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-026 65 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 7/5/2013 WATER /CEMENT RATIO : 0.65
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 289
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 7/12/2013 7/26/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 28 28 28
WEIGHT (Kg) 8.122 8.126 8.14
2407 2408 2412 0 0 0
MAX. LOAD AT FAILURE (KN) 392.0 356.0 386.0
COMPRESSIVE STRENGTH (M pa) 17.4 15.8 17.2 0.0 0.0 0.0
AVERAGE COMPRESSIVE STRENGTH (M pa) 16.8 0.0
REMARKS :
Mix Design For After Sieve sand And Washed sand Mix
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-027 68 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS :
DATE CASTED : 7/5/2013 WATER /CEMENT RATIO : 0.55
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 345
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 7/12/2013 7/26/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 28 28 28
WEIGHT (Kg) 8.042 8.16 8.156
2383 2418 2417 0 0 0
MAX. LOAD AT FAILURE (KN) 479.0 457.0 442.0
COMPRESSIVE STRENGTH (M pa) 21.3 20.3 19.6 0.0 0.0 0.0
AVERAGE COMPRESSIVE STRENGTH (M pa) 20.4 0.0
REMARKS :
Mix Design For After Sieve sand And Washed sand Mix
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-028 60 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS : c30
DATE CASTED : 7/15/2013 WATER /CEMENT RATIO : 0.46
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 420
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 7/22/2013 8/5/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 28 28 28
WEIGHT (Kg) 8.137 8.113 8.128 8.126 8.12 8.114
2411 2404 2408 2408 2406 2404
MAX. LOAD AT FAILURE (KN) 679.0 632.0 644.0 850 863 840
COMPRESSIVE STRENGTH (M pa) 30.2 28.1 28.6 37.8 38.4 37.3
AVERAGE COMPRESSIVE STRENGTH (M pa) 29.0 37.8
REMARKS :
Mix Design For After Sieve sand60% And Washed sand Mix40%
Zambezi cement
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-029 70 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS : C25
DATE CASTED : 7/15/2013 WATER /CEMENT RATIO : 0.53
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 358
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 7/22/2013 8/5/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 28 28 28
WEIGHT (Kg) 8.119 8.132 8.094 8.095 8.115 8.12
2406 2409 2398 2399 2404 2406
MAX. LOAD AT FAILURE (KN) 577.0 521.0 563.0 733 715 721
COMPRESSIVE STRENGTH (M pa) 25.6 23.2 25.0 32.6 31.8 32.0
AVERAGE COMPRESSIVE STRENGTH (M pa) 24.6 32.1
REMARKS :
Mix Design For After Sieve sand60% And Washed sand Mix40%
Zambezi cement
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-030 55 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS : c20
DATE CASTED : 7/15/2013 WATER /CEMENT RATIO : 0.60
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 317
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 7/22/2013 8/5/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 28 28 28
WEIGHT (Kg) 8.127 8.115 8.194 8.128 8.097 8.132
2408 2404 2428 2408 2399 2409
MAX. LOAD AT FAILURE (KN) 483.0 475.0 462.0 633 615 614
COMPRESSIVE STRENGTH (M pa) 21.5 21.1 20.5 28.1 27.3 27.3
AVERAGE COMPRESSIVE STRENGTH (M pa) 21.0 27.6
REMARKS :
Mix Design For After Sieve sand60% And Washed sand Mix40%
Zambezi cement
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-031 55 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS : c15
DATE CASTED : 7/15/2013 WATER /CEMENT RATIO : 0.70
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 269
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 7/22/2013 8/5/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 28 28 28
WEIGHT (Kg) 8.089 8.094 8.127 8.085 8.125 8.2
2397 2398 2408 2396 2407 2430
MAX. LOAD AT FAILURE (KN) 372.0 336.0 326.0 490 507 501
COMPRESSIVE STRENGTH (M pa) 16.5 14.9 14.5 21.8 22.5 22.3
AVERAGE COMPRESSIVE STRENGTH (M pa) 15.3 22.2
REMARKS :
Mix Design For After Sieve sand60% And Washed sand Mix40%
Zambezi cement
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-032 62 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS : c30
DATE CASTED : 7/16/2013 WATER /CEMENT RATIO : 0.46
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 420
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 7/23/2013 8/6/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 28 28 28
WEIGHT (Kg) 8.117 8.124 8.122 8.116 8.107 8.105
2405 2407 2407 2405 2402 2401
MAX. LOAD AT FAILURE (KN) 694.0 662.0 674.0 876 881 854
COMPRESSIVE STRENGTH (M pa) 30.8 29.4 30.0 38.9 39.2 38.0
AVERAGE COMPRESSIVE STRENGTH (M pa) 30.1 38.7
REMARKS :
Mix Design For After Sieve sand60% And Washed sand Mix40%
Lafage cement
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-033 65 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS : C25
DATE CASTED : 7/16/2013 WATER /CEMENT RATIO : 0.53
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 358
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 7/23/2013 8/6/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 28 28 28
WEIGHT (Kg) 8.11 8.105 8.086 8.099 8.108 8.102
2403 2401 2396 2400 2402 2401
MAX. LOAD AT FAILURE (KN) 557.0 547.0 551.0 746 731 737
COMPRESSIVE STRENGTH (M pa) 24.8 24.3 24.5 33.2 32.5 32.8
AVERAGE COMPRESSIVE STRENGTH (M pa) 24.5 32.8
REMARKS :
Mix Design For After Sieve sand60% And Washed sand Mix40%
Lafage cement
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-034 60 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS : c20
DATE CASTED : 7/16/2013 WATER /CEMENT RATIO : 0.60
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 317
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 7/23/2013 8/6/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 28 28 28
WEIGHT (Kg) 8.102 8.094 8.097 8.108 8.093 8.104
2401 2398 2399 2402 2398 2401
MAX. LOAD AT FAILURE (KN) 465.0 472.0 456.0 643 637 627
COMPRESSIVE STRENGTH (M pa) 20.7 21.0 20.3 28.6 28.3 27.9
AVERAGE COMPRESSIVE STRENGTH (M pa) 20.6 28.3
REMARKS :
Mix Design For After Sieve sand60% And Washed sand Mix40%
Lafage cement
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. : MD-035 62 mm
LOCATION : Kapiri mposhi weighbridge LAB CONCRETE CLASS : c15
DATE CASTED : 7/16/2013 WATER /CEMENT RATIO : 0.70
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg 269
AREA OF CRUSHING FACE : 22500 mm2 SAMPLED BY : Jointly
DATE OF TESTING 7/23/2013 8/6/2013
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 28 28 28
WEIGHT (Kg) 8.076 8.085 8.092 8.092 8.086 8.079
2393 2396 2398 2398 2396 2394
MAX. LOAD AT FAILURE (KN) 394.0 365.0 356.0 524 536 549
COMPRESSIVE STRENGTH (M pa) 17.5 16.2 15.8 23.3 23.8 24.4
AVERAGE COMPRESSIVE STRENGTH (M pa) 16.5 23.8
REMARKS :
Mix Design For After Sieve sand60% And Washed sand Mix40%
Lafage cement
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
Format 15
COMPRESSIVE STRENGTH OF CUBE CONCRETE SPECIMENS
TEST.Ref.No. :
LOCATION : CONCRETE CLASS :
DATE CASTED : WATER /CEMENT RATIO :
VOLUME OF MOLD : 3375000 mm3 CEMENT CONTENT/Kg
AREA OF CRUSHING FACE : 22500mm2 SAMPLED BY : Jointly
DATE OF TESTING
SPECIMEN No. 1 2 3 1 2 3
AGE IN.DAYS 7 7 7 28 28 28
WEIGHT (Kg)
MAX. LOAD AT FAILURE (KN)
COMPRESSIVE STRENGTH (M pa)
AVERAGE COMPRESSIVE STRENGTH (M pa)
REMARKS :
Tested by: Date: Approved by: Date:
SINOHYDRO ZAMBIA LIMITED KAPIRI MPOSHI WEIGHBRIDGE PROJECT
赞比亚卡皮里称重站项目经理部
TEST METHOD : BS 1881; Part 116
SLUMP AT SITE：
DENSITY (Kg/m3)
