cube crush

1. LLAFARGE
LAFARGE READY MIX NIGERIA ·
CONCRETE CUBE COMPRESSION TEST REPORT
Nigeria (Method:BS EN12390-2000)
ID Number:
Project: CO NSTRUCTIO N OF DRAINAGE SYSTEM
Client: Site: AMADI CREEK, TRANS AMADI
Contractor:
LNG
HYDRO-DIVE GROUP Location: PO RT HARCOURT
Date of Pour: 13-Jun-19 StructuralMember: Drainage Walls
Mix No.: Concrete Grade: C30/37XS1
Placing Method Cube curing
- Pump C Curing agent
C Chute • Watercured
CJ Bucket C Drycured
C Others C Others
Slump (mm): 130 Temp(0
C): 29
7 Days AREA (mm2
): 22500
Mark on Age Size of Weight Density Load Strength
cubes
Date of Testing
(Days) cube(mm) (Kg) (Kg/m3
) (KN) (N/mm2
)
PT24920 20-Jun-19 7 150x150x150 8.400 2490 794.630 35.500
PT24921 20-Jun-19 7 150x150x150 8.400 2490 779.150 34.500
PT24922 20-Jun-19 7 150x150x150 8.365 2480 801.900 35.500
Average 150x150x150 8.388 2490 791.893 35.000
28 Days AREA (mm
2
): 22500
Mark on Age Size of Weight Density Load Strength
cubes
Date of Testing
(Days) cube(mm) (Kg) (Kg/m3
) (KN) (N/mm2
)
PT24923 11-Jul-19 28 150x150x150 8.325 2470 927.590 41.000
PT24924 11-Jul-19 28 150xl50xl50 8.390 2490 876.680 39.000
PT24925 11-Jul-19 28 150x150xl50 8.380 2480 863.380 38.500
Average 150x150x150 8.365 2480 889.217 39.500
Cube Cast by: <! #. �
Tested by:
.. Laboratory:
Akinsuroju John 01::irlillo nn n::in.i�1 Trans Amadi Lab PH
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2. LLAFARGE
LAFARGE READY MIX NIGERIA ·
CONCRETE CUBE COMPRESSION TEST REPORT
Nigeria (Method:BS EN12390-2000)
ID Number: 2736
Project: CONSTRUCTION OF D RAINAGE SYSTE M
Client: LNG Site: AMADI CRE EK, TRANS AMADI
Contractor: HYDRO-DIVE GROUP Location: PO RTHARCOURT
Date of Pour: 17-Jun-19 Structural Member: Drainage Walls
Mix No.: Concrete Grade: C30/37XS1
Placing Method Cube curing
- Pump c::J
c::J Chute •c::J Bucket c::J
c::J Others CJ
Slump (mm): 140 Temp(
0
C):
7 Days
Mark on Age Size of Weight
cubes
Date of Testing
(Days) cube(mm) (Kg)
PT24944 24-Jun-19 7 150x150x150 8.555
PT24945 24-Jun-19 7 150x150x150 8.395
PT24946 24-Jun-19 7 150x150x150 8.495
Average 150x150x150 8.482
28 Days
Mark on Age Size of Weight
cubes
Date of Testing
(Days) cube(mm) (Kg)
PT24947 15-Jul-19 28 150x150x150 8.415
PT24948 15-Jul-19 28 150x150x150 8.425
PT24949 15-Jul-19 28 150x150x150 8.345
Average 150x150x150 8.395
Cube Cast by: Tested by:
Akinsuroju John Oladi
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1 5 JUL 2019
QC
Sign------------··-
Curingagent
Watercured
Dry cured
Others
28.8
AREA (mm2
): 22500
Density Load Strength
(Kg/m3
) (KN) (N/mm2
)
2530 784.280 35.000
2490 852.070 38.000
2520 830.230 37.000
2510 822.193 36.500
AREA (mm2
): 22500
Density Load Strength
(Kg/m3
) (KN) (N/mm
2
)
2490 915.910 40.500
2500 895.270 40.000
2470 873.590 39.000
2490 894.923 40.000
Laboratory:
Trans Amadi Lab PH
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3. LLAFARGE
LAFARGE READY MIX NIGERIA
CONCRETE CUBE COMPRESSION TEST REPORT
Nigeria (Method:BS EN12390-2000)
ID Number: 2738
Project: CO NSTRUCTION OF D RAINAGE SYSTEM
Client: LNG Site: AMAD I CREEK, TRANS AMADI
Contractor: HYDRO-DIVE GROUP Location: PO RT HARCOURT
Date of Pour: 18-Jun-19 Structural Member: Drainage Walls & Floor
Mix No.: Concrete Grade: C30/37XS1
Placing Method Cube curing
- Pump CJ
CJ Chute •C Bucket CJ
C Others CJ
Slump (mm): 130 Temp(0
C):
7 Days
Mark on
Date of Testing
Age Size of Weight
cubes (Days) cube(mm) (Kg)
PT24960 25-Jun-19 7 150xl50x150 8.425
PT24961 25-Jun-19 7 150x150x150 8.415
PT24962 25-Jun-19 7 150x150x150 8.295
Average 150x150x150 8.378
28 Days
Mark on Age Size of Weight
cubes
Date of Testing
(Days) cube(mm) (Kg)
PT24963 16-Jul-19 28 150x150x150 8.445
PT24964 16-Jul-19 28 150x150x150 8.420
PT24965 16-Jul-19 28 150x150x150 8.430
Average 150x150x150 8.432
Cube Cast by: Tested by:
Akinsuroju John OladipJ o Daniel
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QC
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Curingagent
Watercured
Dry cured
Others
31.2
AREA (mm
2
): 22500
Density Load Strength
(Kg/m3
) (KN) (N/mm2
)
2500 873.140 39.000
2490 866.750 38.500
2460 866.220 38.500
2480 868.703 38.500
AREA (mm
2
): 22500
Density Load Strength
(Kg/m3
) (KN) (N/mm2
)
2500 957.930 42.500
2490 942.600 42.000
2500 952.990 42.500
2500 951.173 42.500
Laboratory:
Trans Amadi Lab PH
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4. LLAFARGE
LAFARGE READY MIX NIGERIA ·
CONCRETE CUBE COMPRESSION TEST REPORT
Nigeria (Method:BS EN12390-2000)
ID Number: 2739
Project: CONSTRUCTION OF DRAINAGE SYSTEM
Client: Site: AMADI CREEK, TRANS AMADI
Contractor:
LNG
HYDRO-DIVE GROUP Location: PORTHARCOURT
Date of Pour: 19-Jun-19 Structural Member: Drainage Walls & Floor
Mix No.: Concrete Grade: C30/37XS1
Placing Method Cube curing
- Pump C
C Chute •CJ Bucket C
C Others C
Slump (mm): 140 Temp(0
C):
7 Days
Mark on Age Size of Weight
cubes
Date of Testing
(Days) cube(mm) (Kg)
PT24968 26-Jun-19 7 150x150xl50 8.485
PT24969 26-Jun-19 7 150x150x150 8.465
PT24970 26-Jun-19 7 150x150xl50 8.490
Average 150x150x150 8.480
28 Days
Mark on Age Size of Weight
cubes
Date of Testing
(Days) cube(mm) (Kg)
PT 24971 17-JuJ-19 28 150x150x150 8.430
PT24972 17-Jul-19 28 150x150x150 8.465
PT24973 17-JuJ-19 28 150x150x150 8.450
Average 150x150x150 8.448
Cube Cast by: Tested by:
Akinsuroju John Olad�pfo Daniel
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1 7 JUL 2019
QC
Sign. ------ -----�--
Curin g agen t
Water cured
Dry cured
Others
30.3
AREA (mm2
): 22500
Density Load Strength
(Kg/m3
) (KN) (N/mm2
)
2510 792.890 35.000
2510 776.280 34.500
2520 796.180 35.500
2510 788.450 35.000
AREA (mm2
): 22500
Density Load Strength
(Kg/m3
) (KN) (N/mm2
)
2500 858.380 38.000
2510 874.290 39.000
2500 863.080 38.500
2500 865.250 38.500
Laboratory:
Trans Amadi Lab PH
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5. LLAFARGE
LAFARGE READY MIX NIGERIA
CONCRETE CUBE COMPRESSION TEST REPORT
Nigeria (Method:BS EN 12390-2000)
ID Number: 2743
Project: CONSTRUCTION OF DRAINAGE SYSTEM
Client: LNG Site: AMADI CREEK, TRANS AMADJ
Contractor: HYDRO-DIVE GROUP Location: PORT HARCOURT
Date of Pour: 21-Jun-19 Structural Member: Drainage Walls & Floor
Mix No.: Concrete Grade: C30/37XS1
Placing Method Cube curing
- Pump CJ
CJ Chute •CJ Bucket CJ
CJ Others CJ
Slump (mm): 130 Temp(
0
C):
7 Days
Mark on Age Size of Weight
cubes
Date of Testing
(Days) cube(mm) (Kg)
PT 25001 28-Jun-19 7 150x150x150 8.315
PT 25002 28-Jun-19 7 150x150x150 8.345
PT 25003 28-Jun-19 7 150x150x150 8.415
Average 150x150x150 8.358
28 Days
Mark on Age Size of Weight
cubes
Date of Testing
(Days) cube(mm) (Kg)
PT 25004 19-Jul-19 28 150x150x150 8.435
PT 25005 19-Jul-19 28 150x150xl50 8.450
PT 25006 19-Jul-19 28 150xl50x150 8.400
Average 150x150x150 8.428
Cube Cast by: Tested by:
Akinsuroju John Oladipu
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Daniel
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1 9 JUL 2019
QC
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Curing agent
Water cured
Dry cured
Others
30.8
AREA (mm2
): 22500
Density Load Strength
(Kg/m
3
) (KN) (N/mm
2
)
2460 889.950 39.500
2470 868.800 38.500
2490 850.350 38.000
2480 869.700 38.500
AREA (mm2
): 22500
Density Load Strength
(Kg/m3
) (KN) (N/mm2
)
2500 983.260 43.500
2500 957.800 42.500
2490 963.200 43.000
2500 968.087 43.000
Laboratory:
Trans Amadi Lab PH
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6. LLAFARGE
LAFARGE READY MIX NIGERIA
CONCRETE CUBE COMPRESSION TEST REPORT
Nigeria (Method:BS EN12390-2000)
ID Number: 2760
Project: CONSTRUCTION OF DRAINAGE SYSTEM
Client: LNG Site: AMADI CREEK, TRANS AMADI
Contractor: HYDRO-DIVE GROUP Location: PORTHARCOURT
Date of Pour: 1-Jul-19 Structural Member: Drainage Walls & Floor
Mix No.: Concrete Grade: C30/37XS1
Placing Method Cube curing
- Pump C
C Chute •C Bucket C
C Others C
Slump (mm): 150 Temp(
0
C):
7 Days
Mark on Age Size of Weight
cubes
Date of Testing
(Days) cube(mm) (Kg)
PT25205 8-Jul-19 7 150x150x150 8.430
PT25206 8-Jul-19 7 150x150x150 8.295
PT25207 8-Jul-19 7 150x150x150 8.350
Average 150x150x150 8.358
28 Days
Mark on Age Size of Weight
cubes
Date of Testing
(Days) cube(mm) (Kg)
PT25208 29-Jul-19 28 150x150x150 8.300
PT25209 29-Jul-19 28 150x150x150 8.300
PT25210 29-Jul-19 28 150x150x150 8.250
Average 150x150x150 8.283
Cube Cast by: Tested by:
Akinsuroju John Oladi� oo Daniel
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IQC
Sis1,.----------------
Curing agent
Water cured
Dry cured
Others
29.3
AREA (mm2
): 22500
Density Load Strength
(Kg/m3
) (KN) (N/mm
2
)
2500 890.000 39.500
2460 875.250 39.000
2470 833.580 37.000
2480 866.277 38.500
AREA (mm2
): 22500
Density Load Strength
(Kg/m3
) (KN) (N/mm
2
)
2460 973.900 43.500
2460 958.800 42.500
2440 924.420 41.000
2450 952.373 42.500
Laboratory:
Trans Amadi Lab PH
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7. LLAFARGE
LAFARGE READY MIX NIGERIA
CONCRETE CUBE COMPRESSION TEST REPORT
Nigeria (Method:BS EN12390-2000)
ID Number: 2762
Project: CONSTRUCTION OF DRAINAGE SYSTEM
Client: LNG Site: AMADI CREEK, TRANS AMADI
Contractor: HYDRO-DIVE GROUP Location: PORT HARCOURT
Date of Pour: 2-Jul-19 Structural Member: Drainage Walls & Floor
Mix No.: Concrete Grade: C30/37XS1
PlacingMethod Cube curing
- Pump C Curing agent
C Chute • Water cured
CJ Bucket C Dry cured
C Others C Others
Slump (mm): 140 Temp(
0
C): 29.4
7 Days AREA (mm
2
): 22500
Mark on Age Size of Weight Density Load Strength
cubes
Date of Testing
(Days) cube(mm) (Kg) (Kg/m
3
) (KN) (N/mm2
)
PT25221 9-Jul-19 7 150x150x150 8.490 2520 869.530 38.500
PT25222 9-Jul-19 7 150x150x150 8.520 2520 882.580 39.000
PT25223 9-Jul-19 7 150x150x150 8.530 2530 869.850 38.500
Average 150x150x150 8.513 2520 873.987 39.000
28 Days AREA (mm2
): 22500
Mark on
Date of Testing
Age Size of Weight Density Load Strength
cubes (Days) cube(mm) (Kg) (Kg/m3
) (KN) (N/mm2
)
PT25224 30-Jul-19 28 150x150x150 8.565 2540 979.760 43.500
PT25225 30-Jul-19 28 150x150x150 8.520 2520 1017.600 45.000
PT25226 30-Jul-19 28 150x150x150 8.520 2520 964.060 43.000
Average 150x150x150 8.535 2530 987.140 44.000
Cube Cast by: Tested by: Laboratory:
Akinsuroju John Oladip :io Daniel Trans Amadi Lab PH
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QC
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·-

8. LLAFARGE
LAFARGE READY MIX NIGERIA
CONCRETE CUBE COMPRESSION TEST REPORT
Nigeria (Method:BS EN 12390-2000)
ID Number: 2777
Project: CONSTRUCTION OF D RAINAGE SYSTEM
Client: LNG Site: AMADI C R E EK, TRANS AMADI
Contractor: HYDRO-DIVE GROUP Location: PO RTHA RCOURT
Date of Pour: 11-Jul-19 Structural Member: Drainage Walls & Floor
Mix No.: Concrete Grade: C30/37XS1
Placing Method Cube curing
- Pump C Curing agent
C Chute • Water cured
C Bucket C Dry cured
C Others C Others
Slump (mm): 130 Temp(0
C): 28.7
7 Days AREA (mm2
): 22500
Mark on Age Size of Weight Density Load Strength
cubes
Date of Testing
(Days) cube(mm) (Kg) (Kg/m3
) (KN) (N/mm
2
)
PT25341 18-Jul-19 7 150x150x150 8.560 2540 906.910 40.500
PT25342 18-Jul-19 7 150x150x150 8.460 2510 854.450 38.000
PT25343 18-Jul-19 7 150x150x150 8.485 2510 853.000 38.000
Average 150x150x150 8.502 2520 871.453 38.500
28 Days AREA (mm2
): 22500
Mark on Age Size of Weight Density Load Strength
cubes
Date of Testing
(Days) cube(mm) (Kg) (Kg/m3
) (KN) (N/mm2
)
PT25344 08-Aug-19 28 150x150x150 8.425 2500 1001.200 44.500
PT25345 08-Aug-19 28 150x150x150 8.515 2520 1007.300 45.000
PT25346 08-Aug-19 28 150x150x150 8.440 2500 942.490 42.000
Average 150x150x150 8.460 2510 983.663 43.500
Cube Cast by: Tested by: Laboratory:
Akinsuroju John Oladiptpo Daniel Trans Amadi Lab PH
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tlut�ff0 8 AUG 2019
QC
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