TechnicalPrequalification
1- The company In Brief.2- Plant Description and Equipment.3- Quality control Department. - Lab Equipment. - Material Sources.
4- Design Mix. - 450Kg/Cm2 - 400Kg/Cm2 - 350Kg/Cm2 - 300Kg/Cm2 - 250Kg/Cm2 - 200Kg/Cm2 -150Kg/Cm2
5- Materials Testing* External Quality Control Test For:- - Coarse Aggregate - Fine Aggregate - Cement - Water
* Internal Quality Control Test For:- - Coarse Aggregate - Fine Aggregate
6- Calibration certificates for - Compressive strength cubes machine
7- Materials Data sheet: - Admixture certificate - Cement certificate
8- Main projects
Table Of Content
- Better Mix (S.A.E) founded in 2009 is a part from better group which invest in real estate, trading and services in Egyptian market. - The company operation Plant located at the industrial zone at New Cairo. - Our strategy based on introducing the quality and built confidence without clients.
1- The Company In Brief :
.NoCapacity Brand Description
Concrete production and delivery
1120m3/hElba 2012Concrete mixing plant
1610 m3Mercedes Truck mixer
142 m3ManAgg. Truck and tipper
142 m3PutzmisterConcrete pump(mobile)
136 mPutzmisterConcrete pump(mobile)
132mSchwingConcrete pump(mobile)
132 mSchwingConcrete pump(mobile)
1Till 100 mElbaConcrete pump(Fixed)
Handling And Logistic
1F2Cat-966Loader
1ECat-936Loader
1Clark 641Bobcat
3Toyota/ChevroletPick Up
1100tDawoodVibration for fine aggregates
1100tDawoodWashing For Coarse Aggregate
1200 m3Water tanks
120 m3MercedesWater tank car
122000 litresGasoline tank
1330 k.v.aRolls RoyseGenerator
2. PLANT DESCRIPTION AND EQUIPMENT:-
SpecificationQuantityItemNoASTM
C39/C39 M-031Compressive Strength concrete testing machine (ELE)
with digital readout. 220-240V 50/60 Hz1
ASTMC470/C470M130Cube molds for casting concrete specimens2
BS 1881Part 108 Cl 3.1
3Compacting bar3
1Lab.Concrete Mixer 120 Liter4
BS 1881Part 108 Cl 3.4
4Plasterer›s steel floot5
BS 1881Part 108 Cl 3.5
2Sampling Tray 1.2m * 1.2m * 50mm6
BS 1881Part 108 Cl 3.6
2Square mouthed Shovel size 27
ASTMC192/C192M
5Tamping Rods8
ASTMC143/C143M5Slump of Haydraulic Cement concrete ( complete)
(Base + Tamping rod + Mold)9
ASTMC1064/C1064M
3Temperature Measuring Device10
ASTM C127Cl 6.1,6.2 &6.3
1Balance 30 Kg11
ASTM C136E 11
1Sieve Openinig (37.5mm)12
ASTM C136E 11
1Sieve Openinig (25mm)13
ASTM C136E 11
1Sieve Openinig (19mm)14
3- QUALITY CONTROL-CALIBRATION:-
SpecificationQuantityItemNo
ASTMC39/C39 M-031Sieve Opening (12.5mm)15
ASTMC470/C470M130Sieve Opening (9.5mm)16
BS 1881Part 108 Cl 3.13Sieve Opening (4.75mm)17
1Sieve Opening (2.36mm)18
BS 1881Part 108 Cl 3.44Sieve Opening (1.18mm)19
BS 1881Part 108 Cl 3.52Sieve Opening (600μm)20
BS 1881Part 108 Cl 3.62Sieve Opening (300μm)21
ASTMC192/C192M5Sieve Opening (150μm)22
ASTMC143/C143M5Sieve Opening (75μm)23
ASTMC1064/C1064M3Oven 24
ASTM C127Cl 6.1,6.2 &6.31Vicate Needle 25
ASTM C136E 111Vibrator for sieves26
ASTM C136E 111Le Chatelier flask27
ASTM C136E 111Steel Rulers28
5Brushes30
2Stopwatch31
All raw materials are purchased from selected reliable sources with best quality.Below is the list of sources of raw materials with main performed test results.
- Fine aggregates: Fine aggregates are purchased from reliable sources in New Cairo city.
- Coarse aggregates: Coarse aggregates are purchased with an excellent quality from a quarry in attaka (elkhawaga quarry).
- Cement: Cement is purchased from Bani sewef (CEMI 52.5 )
- Water: Water supply frim the Governement Purchased from a natural reliable drinking water source.
- Additives : Additives are purchased from Basf Egypt.
Material Resources
MIXPROPORTION
DESIGN
450 Kg/Cm2
45 Mpa
Date: 7- April – 2012Client: Better Mix Ready Mix ConcreteProject: Design Mix
Mix Description: ( Plain Concrete ) B-MIX 45MpaCharacteristic Strength Required 45Mpa Workability Required: Slump 15 ± 2
Weights Per m3Raw Material Description
Opc 480 kg 0 670 450 610 190 0 0 7
Cement Type Cement Content Micro Silica 20mm Crushed Aggregates 10mm Crushed Aggregates Sand Mixing Water Admixture Sika Type f Admixture Sika Type d Admixture Sika Type G
2400 kg
Density
UniteVolumeCALCULATION PER CUBIC METER OF CONCRETE
m³m³m³m³m³m³m³
0.20
0.280.180.250.080.01
Cement Content Micro Silica 20mm Crushed Aggregates 10mm Crushed Aggregates Sand Mixing Water Entrapped air
m³1 Total
*specified Requirements:28 days Compressive Strength: 45 Mpa7 days Compressive Strength: 33.75 Mpa
*Laboratory Tests Results :
Fresh Concrete Mix Properties
14min/1330min/1515min/1720Slump mm
29292929Temperature cº
29.428.22727Concrete Temperature cº
654321.Specimen No
ReportedCasting Date
ReportedTesting Date
28 days7days3daysTesting Age
8.1978.1628.1838.1578.1558.103Mass of Specimen (Kg)
242924182425241724162401Density (As received) (Kg/m3)
11891124890963689690Maximum Load (KN)
528500396428306262Compressive Strength (Kg/Cm2)
52.850.039.642.830.626.2Compressive Strength (Mpa)
51.441.228.4Average Compressive Strength (Mpa)
* The Admixture has been used as per Manufacturer certificate and advises* The above Mix design based on S.S.D for Aggregates.* Admixture may be added at site in order to maintain workability critical for placing. Hope the above meets your requirements.
400 Kg/Cm2
40 Mpa
Date: 7- April – 2012Client: Better Mix Ready Mix ConcreteProject: Design Mix
Mix Description: ( Plain Concrete ) B-MIX 40MpaCharacteristic Strength Required 40Mpa Workability Required: Slump 15 ± 2
Weights Per m3Raw Material Description
Opc 460 kg 0 690 460 610 180 0 0 6
Cement Type Cement Content Micro Silica 20mm Crushed Aggregates 10mm Crushed Aggregates Sand Mixing Water Admixture Sika Type f Admixture Sika Type d Admixture Sika Type G
2400 kg
Density
UniteVolumeCALCULATION PER CUBIC METER OF CONCRETE
m³m³m³m³m³m³m³
0.190
0.280.19
0.2550.0750.01
Cement Content Micro Silica 20mm Crushed Aggregates 10mm Crushed Aggregates Sand Mixing Water Entrapped air
m³1 Total
*specified Requirements:28 days Compressive Strength: 40 Mpa7 days Compressive Strength: 30 Mpa
*Laboratory Tests Results :
Fresh Concrete Mix Properties
45min/1330min/1515min/1719Slump mm
29292929Temperature cº
29.2282726.8Concrete Temperature cº
654321.Specimen No
ReportedCasting Date
ReportedTesting Date
28 days7days3daysTesting Age
8.2118.2568.1898.2048.1178.224Mass of Specimen (Kg)
243324462426243124052473Density (As received) (Kg/m3)
10361124815726590664Maximum Load (KN)
4601059362323262295Compressive Strength (Kg/Cm2)
46.047136.232.326.229.5Compressive Strength (Mpa)
46.634.327.9Average Compressive Strength (Mpa)
* The Admixture has been used as per Manufacturer certificate and advises* The above Mix design based on S.S.D for Aggregates.* Admixture may be added at site in order to maintain workability critical for placing. Hope the above meets your requirements.
350 Kg/Cm2
35 Mpa
Date: 7- April – 2012Client: Better Mix Ready Mix ConcreteProject: Design Mix
Mix Description: ( Plain Concrete ) B-MIX 35MpaCharacteristic Strength Required 35Mpa Workability Required: Slump 16 ± 2
Weights Per m3Raw Material Description
Opc 450 kg 0 680 465 625 170 0 0 5
Cement Type Cement Content Micro Silica 20mm Crushed Aggregates 10mm Crushed Aggregates Sand Mixing Water Admixture Sika Type f Admixture Sika Type d Admixture Sika Type G
2390 kg
Density
UniteVolumeCALCULATION PER CUBIC METER OF CONCRETE
m³m³m³m³m³m³m³
0.190
0.2850.190.260.070.01
Cement Content Micro Silica 20mm Crushed Aggregates 10mm Crushed Aggregates Sand Mixing Water Entrapped air
m³1 Total
*specified Requirements:28 days Compressive Strength: 35 Mpa7 days Compressive Strength: 25 Mpa
*Laboratory Tests Results :
Fresh Concrete Mix Properties
45min/1430min/1615min/1821Slump mm
29292929Temperature cº
28.427.326.926.1Concrete Temperature cº
654321.Specimen No
ReportedCasting Date
ReportedTesting Date
28 days7days3daysTesting Age
8.2898.2218.1738.1558.0998.132Mass of Specimen (Kg)
243624562422241624002409Density (As received) (Kg/m3)
904889723804589566Maximum Load (KN)
402395321357262252Compressive Strength (Kg/Cm2)
40.239.532.135.726.225.2Compressive Strength (Mpa)
39.933.925.7Average Compressive Strength (Mpa)
* The Admixture has been used as per Manufacturer certificate and advises* The above Mix design based on S.S.D for Aggregates.* Admixture may be added at site in order to maintain workability critical for placing. Hope the above meets your requirements.
300 Kg/Cm2
30 Mpa
Date: 7- April – 2012Client: Better Mix Ready Mix ConcreteProject: Design Mix
Mix Description: ( Plain Concrete ) B-MIX 30MpaCharacteristic Strength Required 30Mpa Workability Required: Slump 16 ± 2
Weights Per m3Raw Material Description
Opc 400 kg 0 675 480 650 185 0 3 0
Cement Type Cement Content Micro Silica 20mm Crushed Aggregates 10mm Crushed Aggregates Sand Mixing Water Admixture Sika Type f Admixture Sika Type d Admixture Sika Type G
2390 kg
Density
UniteVolumeCALCULATION PER CUBIC METER OF CONCRETE
m³m³m³m³m³m³m³
0.170
0.280.2
0.260.080.01
Cement Content Micro Silica 20mm Crushed Aggregates 10mm Crushed Aggregates Sand Mixing Water Entrapped air
m³1 Total
*specified Requirements:28 days Compressive Strength: 30 Mpa7 days Compressive Strength: 22.5 Mpa
*Laboratory Tests Results :
Fresh Concrete Mix Properties
45min/1430min/1715min/1820Slump mm
30303030Temperature cº
29.128.72827.2Concrete Temperature cº
654321.Specimen No
ReportedCasting Date
ReportedTesting Date
28 days7days3daysTesting Age
8.2438.2118.1128.2678.1338.089Mass of Specimen (Kg)
239724102449240424332442Density (As received) (Kg/m3)
781798611589513510Maximum Load (KN)
347355272262228227Compressive Strength (Kg/Cm2)
34.735.527.226.222.822.7Compressive Strength (Mpa)
35.126.722.8Average Compressive Strength (Mpa)
* The Admixture has been used as per Manufacturer certificate and advises* The above Mix design based on S.S.D for Aggregates.* Admixture may be added at site in order to maintain workability critical for placing. Hope the above meets your requirements.
250 Kg/Cm2
25 Mpa
Date: 7- April – 2012Client: Better Mix Ready Mix ConcreteProject: Design Mix
Mix Description: ( Plain Concrete ) B-MIX 25MpaCharacteristic Strength Required 25Mpa Workability Required: Slump 16 ± 2
Weights Per m3Raw Material Description
Opc 350 kg 0 680 520 670 180 0 2.5 0
Cement Type Cement Content Micro Silica 20mm Crushed Aggregates 10mm Crushed Aggregates Sand Mixing Water Admixture Sika Type f Admixture Sika Type d Admixture Sika Type G
2400 kg
Density
UniteVolumeCALCULATION PER CUBIC METER OF CONCRETE
m³m³m³m³m³m³m³
0.150
0.280.220.270.070.01
Cement Content Micro Silica 20mm Crushed Aggregates 10mm Crushed Aggregates Sand Mixing Water Entrapped air
m³1 Total
*specified Requirements:28 days Compressive Strength: 25 Mpa7 days Compressive Strength: 18.75 Mpa
*Laboratory Tests Results :
Fresh Concrete Mix Properties
45min/1730min/1815min/2022Slump mm
29292929Temperature cº
272625.225Concrete Temperature cº
654321.Specimen No
ReportedCasting Date
ReportedTesting Date
28 days7days3daysTesting Age
8.2098.2478.2628.1358.1118.126Mass of Specimen (Kg)
243224442448241024032408Density (As received) (Kg/m3)
663682465478373362Maximum Load (KN)
295303207212166161Compressive Strength (Kg/Cm2)
29.530.320.721.216.616.1Compressive Strength (Mpa)
29.921.016.4Average Compressive Strength (Mpa)
* The Admixture has been used as per Manufacturer certificate and advises* The above Mix design based on S.S.D for Aggregates.* Admixture may be added at site in order to maintain workability critical for placing. Hope the above meets your requirements.
200 Kg/Cm2
20 Mpa
Date: 7- April – 2012Client: Better Mix Ready Mix ConcreteProject: Design Mix
Mix Description: ( Plain Concrete ) B-MIX 20MpaCharacteristic Strength Required 20Mpa Workability Required: Slump 14 ± 2
Weights Per m3Raw Material Description
Opc 300 kg 0 700 520 690 170 0 2 0
Cement Type Cement Content Micro Silica 20mm Crushed Aggregates 10mm Crushed Aggregates Sand Mixing Water Admixture Sika Type f Admixture Sika Type d Admixture Sika Type G
2380 kg
Density
UniteVolumeCALCULATION PER CUBIC METER OF CONCRETE
m³m³m³m³m³m³m³
0.130
0.290.220.290.070.01
Cement Content Micro Silica 20mm Crushed Aggregates 10mm Crushed Aggregates Sand Mixing Water Entrapped air
m³1 Total
*specified Requirements:28 days Compressive Strength: 20 Mpa7 days Compressive Strength: 15 Mpa
*Laboratory Tests Results :
Fresh Concrete Mix Properties
45min/1730min/1815min/2022Slump mm
29292929Temperature cº
2726.726.726Concrete Temperature cº
654321.Specimen No
ReportedCasting Date
ReportedTesting Date
28 days7days3daysTesting Age
8.2148.2218.1898.1678.1128.201Mass of Specimen (Kg)
243424362426242024042430Density (As received) (Kg/m3)
558523359410278267Maximum Load (KN)
248232160182124119Compressive Strength (Kg/Cm2)
29.523.216.018.212.411.9Compressive Strength (Mpa)
24.017.112.2Average Compressive Strength (Mpa)
* The Admixture has been used as per Manufacturer certificate and advises* The above Mix design based on S.S.D for Aggregates.* Admixture may be added at site in order to maintain workability critical for placing. Hope the above meets your requirements.
150 Kg/Cm2
15 Mpa
Date: 8 - Apri l- 2012Client: Better Mix Ready Mix ConcreteProject: Design Mix
Mix Description: ( Plain Concrete ) B-MIX 15MpaCharacteristic Strength Required 15Mpa Workability Required: Slump 15 ± 2
Weights Per m3Raw Material Description
Opc 250 kg 0 720 530 710 140 0 0 2
Cement Type Cement Content Micro Silica 20mm Crushed Aggregates 10mm Crushed Aggregates Sand Mixing Water Admixture Sika Type f Admixture Sika Type d Admixture Sika Type G
2350 kg
Density
UniteVolumeCALCULATION PER CUBIC METER OF CONCRETE
m³m³m³m³m³m³m³
0.110
0.310.220.300.060.01
Cement Content Micro Silica 20mm Crushed Aggregates 10mm Crushed Aggregates Sand Mixing Water Entrapped air
m³1 Total
*specified Requirements:28 days Compressive Strength: 15 Mpa7 days Compressive Strength: 11 Mpa
*Laboratory Tests Results :
Fresh Concrete Mix Properties
45min/1730min/1815min/2022Slump mm
29292929Temperature cº
2625.725.224.3Concrete Temperature cº
654321.Specimen No
ReportedCasting Date
ReportedTesting Date
28 days7days3daysTesting Age
8.1118.0798.1328.1678.1018.056Mass of Specimen (Kg)
240323942409242024002387Density (As received) (Kg/m3)
412389307322222236Maximum Load (KN)
18317313614399105Compressive Strength (Kg/Cm2)
18.317.313.614.39.910.5Compressive Strength (Mpa)
17.814.010.2Average Compressive Strength (Mpa)
* The Admixture has been used as per Manufacturer certificate and advises* The above Mix design based on S.S.D for Aggregates.* Admixture may be added at site in order to maintain workability critical for placing. Hope the above meets your requirements.
External Quality Tests Results Of
Fine & CoarseAggregate
Internal Quality Tests Results Of
Fine & CoarseAggregate
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۰٫۰۱۰٫۱۱۱۰۱۰۰Diameter in mm
50 25 4.75 2.3
0.60
0.30
0.15
0.07
5
1.1
Date: 07/04/2012 Report No.: NA Contractor: NAClient: Better Mix - New Cairo Consultant: NA Sampled By: Better Mix - Tech. Sampling Date: 07/04/2012 Testing Date: 07/04/2012 Sample Location: Better Mix -New CairoAggregate Size: Fine Agg.
Request No.: NA Sample No.: NA Project Name: NA Project No.: NA Source: Better Mix - New CairoDelivered By: Better Mix - Tech. Receiving Date: 07/04/2012 Sample Weight (kg): 20Layer: NAAggregate Type: Fine Agg.
PARTICLE SIZE DISTRIBUTION of AGGREGATE ASTM C 136-01 ASTM C-33:
SILTSANDGRAVEL
FineMediumCoarseFineCoarse
Perc
enta
ge P
assi
ng %
By
Wei
ght
2001005030No.16No. 8No.43/8‘‘Sieve No.
0.0750.150.300.601.182.364.759.5(Sieve Size (mm
2.43.111.224.955.498.399.1100passing %
Remarks : *This Report relates only to the tested sample.
Date: 07/04/2012 Report No.: NA Contractor: NAClient: Better Mix - New Cairo Consultant: NA Sampled By: Better Mix - Tech. Sampling Date: 07/04/2012 Testing Date: 07/04/2012 Sample Location: Better Mix -New CairoAggregate Size: 3/8 Agg.
Request No.: NA Sample No.: NA Project Name: NA Project No.: NA Source: Better Mix - New CairoDelivered By: Better Mix - Tech. Receiving Date: 07/04/2012 Sample Weight (kg): 20Layer: NAAggregate Type: 3/8 Agg.
PARTICLE SIZE DISTRIBUTION of AGGREGATE ASTM C 136-01 ASTM C-33:
SILTSANDGRAVEL
FineMediumCoarseFineCoarse
Perc
enta
ge P
assi
ng %
By
Wei
ght
No.16No.8No. 43/8‘‘1/2‘‘Sieve No.
1.182.364.759.512.5(Sieve Size (mm
0.31.32.29.496.3passing %
Remarks : *This Report relates only to the tested sample.
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۰٫۰۱۰٫۱۱۱۰۱۰۰Diameter in mm
50 2 4.7 2. 0.6
0.3
0.1
0.07
5
1.1
Date: 07/04/2012 Report No.: NA Contractor: NAClient: Better Mix - New Cairo Consultant: NA Sampled By: Better Mix - Tech. Sampling Date: 07/04/2012 Testing Date: 07/04/2012 Sample Location: Better Mix -New CairoAggregate Size: 3/4 Agg.
Request No.: NA Sample No.: NA Project Name: NA Project No.: NA Source: Better Mix - New CairoDelivered By: Better Mix - Tech. Receiving Date: 07/04/2012 Sample Weight (kg): 20Layer: NAAggregate Type: 3/4 Agg.
PARTICLE SIZE DISTRIBUTION of AGGREGATE ASTM C 136-01 ASTM C-33:
SILTSANDGRAVEL
FineMediumCoarseFineCoarse
Perc
enta
ge P
assi
ng %
By
Wei
ght
No. 43/8‘‘1/2‘‘3/4‘‘1‘‘1 1/2‘‘Sieve No.
4.759.512.5192537.5(Sieve Size (mm
0.71.614.281.299.5100passing %
Remarks : *This Report relates only to the tested sample.
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50 2 4.75 2. 0.
60
0.30
0.15
0.07
5
1.1
Date: 07/04/2012 Report No.: NA Contractor: NAClient: Better Mix - New Cairo Consultant: NA Sampled By: Better Mix - Tech. Sampling Date: 07/04/2012 Testing Date: 07/04/2012 Sample Location: Better Mix -New CairoAggregate Size: 3/4 Agg.
Request No.: NA Sample No.: NA Project Name: NA Project No.: NA Source: Better Mix - New CairoDelivered By: Better Mix - Tech. Receiving Date: 07/04/2012 Sample Weight (kg): 20Layer: NAAggregate Type: 3/4 Agg.
Bulk DENSITY “UNIT WEIGHT” OF AGGREGATESTest Method: ASTM C 29/C 29/M - 97
Remarks : *This Report relates only to the tested sample.
Result:-
Bulk Density (Uncomp.) Mg/m3 =1.43
Bulk Density (compact.) Mg/m3 =1.55
Date: 07/04/2012 Report No.: NA Contractor: NAClient: Better Mix - New Cairo Consultant: NA Sampled By: Better Mix - Tech. Sampling Date: 07/04/2012 Testing Date: 07/04/2012 Sample Location: Better Mix -New CairoAggregate Size: 3/8 Agg.
Request No.: NA Sample No.: NA Project Name: NA Project No.: NA Source: Better Mix - New CairoDelivered By: Better Mix - Tech. Receiving Date: 07/04/2012 Sample Weight (kg): 20Layer: NAAggregate Type: 3/8 Agg.
Bulk DENSITY “UNIT WEIGHT” OF AGGREGATESTest Method: ASTM C 29/C 29/M - 97
Remarks : *This Report relates only to the tested sample.
Result:-
Bulk Density (Uncomp.) Mg/m3 =1.41
Bulk Density (compact.) Mg/m3 =1.5
Date: 07/04/2012 Report No.: NA Contractor: NAClient: Better Mix - New Cairo Consultant: NA Sampled By: Better Mix - Tech. Sampling Date: 07/04/2012 Testing Date: 07/04/2012 Sample Location: Better Mix -New CairoAggregate Size: fineAgg
Request No.: NA Sample No.: NA Project Name: NA Project No.: NA Source: Better Mix - New CairoDelivered By: Better Mix - Tech. Receiving Date: 07/04/2012 Sample Weight (kg): 20Layer: NAAggregate Type: fineAgg
Bulk DENSITY “UNIT WEIGHT” OF AGGREGATESTest Method: ASTM C 29/C 29/M - 97
Remarks : *This Report relates only to the tested sample.
Result:-
Bulk Density (Uncomp.) Mg/m3 =1.51
Bulk Density (compact.) Mg/m3 =1.62
Date: 08/04/2012 Report No.: NA Contractor: NAClient: Better Mix - New Cairo Consultant: NA Sampled By: Better Mix - Tech. Sampling Date: 07/04/2012 Testing Date: 07/04/2012 Sample Location: Better Mix -New CairoAggregate Size: fineAgg
Request No.: NA Sample No.: NA Project Name: NA Project No.: NA Source: Better Mix - New CairoDelivered By: Better Mix - Tech. Receiving Date: 07/04/2012 Sample Weight (kg): 20Layer: NAAggregate Type: fineAgg
PHYSICAL PROPERTIES of AGGREGATE ACCODRING TO ASTM
Remarks : *This Report relates only to the tested sample.
ES LimitsResultsASTMTest
2.5C 172-01Specific gravity
< 2.5 2.2C 172-01Absorption %
Date: 08/04/2012 Report No.: NA Contractor: NAClient: Better Mix - New Cairo Consultant: NA Sampled By: Better Mix - Tech. Sampling Date: 07/04/2012 Testing Date: 07/04/2012 Sample Location: Better Mix -New CairoAggregate Size: 10 mm Agg
Request No.: NA Sample No.: NA Project Name: NA Project No.: NA Source: Better Mix - New CairoDelivered By: Better Mix - Tech. Receiving Date: 07/04/2012 Sample Weight (kg): 20Layer: NAAggregate Type: 10 mm Agg
PHYSICAL PROPERTIES of AGGREGATE ACCODRING TO ASTM
Remarks : *This Report relates only to the tested sample.
ES LimitsResultsASTMTest
2.65C 172-01Specific gravity
< 2.5 2.1C 172-01Absorption %
Date: 08/04/2012 Report No.: NA Contractor: NAClient: Better Mix - New Cairo Consultant: NA Sampled By: Better Mix - Tech. Sampling Date: 07/04/2012 Testing Date: 07/04/2012 Sample Location: Better Mix -New CairoAggregate Size: 20 mm Agg
Request No.: NA Sample No.: NA Project Name: NA Project No.: NA Source: Better Mix - New CairoDelivered By: Better Mix - Tech. Receiving Date: 07/04/2012 Sample Weight (kg): 20Layer: NAAggregate Type: 20 mm Agg
PHYSICAL PROPERTIES of AGGREGATE ACCODRING TO ASTM
Remarks : *This Report relates only to the tested sample.
ES LimitsResultsASTMTest
2.6C 172-01Specific gravity
< 2.5 1.6C 172-01Absorption %
Calibration Certificate of Compression Test
Machine
MATERIAL DATA SHEETS ADMIXTURE
CEMENT
Main Projects OfBetter Mix
• Concorde for Construction ( Commercial Building 90 st. New-Cairo)
• Layan (Residential Compound – Ma’mar Construction Co. New-Cairo)
• Cairo Business Bay New-Cairo
• High Land Park New-Cairo
• Olympic Village – Ministry of defense
• Mega Mall -15 May City
• Mega Mall-New Cairo
• Les Rois- New-Cairo
• Mountain View - Dar Elma’mar Construction Co.
• Residential Building In different Places e.g… New-Cairo, Elshrok City,15
may city,Katamya& Maadi
Main Projects of Better Mix