ELKA Ready Mix Concrete Presentation

Transcription

ELKA Ready Mix Concrete
Presentation
.....................................................................................................................................................................................
Ready-mix concrete was regularly used as building material throughout the
twentieth century, first mixed in a factory in the thirties and then became
effectively in demand after thirty years. Since that time, the ready-mix concrete
business has continuously grown and became one if the major industry on the
world.
Ready-mix concrete is a mixture of Portland cement, water ,aggregates
(crushed, medium and coarse) and sands concrete that is manufactured in a
batching plant, according to a set recipe, and then delivered to a work site, by
truck mounted in– transit mixers. This results in a precise mixture, allowing
specialty concrete mixtures to be developed and implemented on construction
sites. Bought and sold by volumes, ready mix concrete prices varies relatively
with concrete type and transportation distance, and must be poured within two
hours to hold up to industry standards.
ELKA Ready Mix Concrete (1982) was among the first establishments to
accompany the development of the ready mixed cement industry In Lebanon.
We started to adopt this material as a fundamental pillar in the execution of its
projects, since the work was previously performed by traditional methods
through manual mixers with limited movement capacity.
Located on an industrialized zone in Adonis-Keserwan, with a production
capacity of 130 cubic meter per hour, and recently in Mayrouba-Keserwan,
with a production capacity of 100 cubic meter per hour, RMC has developed a
functional operation system by following Quality Assurance & Quality Control
standards and procedures to serve and deliver the best of our product quality
within a reasonable price and an efficient service.
EXECUTED PROJECTS
NABIL AJRAM
SHAYLE RUE 43
1800 M 3
13/04/2007
THE CONTRACTORS
FAKRA
30000 M 3
01/03/2008
MOM& DAD
KEYROUZ BAKERY
7500 M 3
15/09/2009
PROJECT BADAWI
ADMA
533 M 3
21/06/2010
SCALE SPECIALIZED ENGENEERS
AIN RIHANI
500 M 3
06/07/2010
PROJECT BADAWI
ESPACE 910
1250 M 3
21/07/2010
BECHARA MAALEM
SHAYLE
800 M 3
30/08/2010
TREE OF LIFE
JOUNIEH ATCL
4600 M 3
15/09/2010
J.F.J DEVELOPERS
SARBA
1500 M 3
25/09/2010
STE.H.E.C
ADMA
10000 M 3
05/10/2010
STE JIHAD & MAKHLOUF
ADMA
3500 M 3
28/10/2010
KHOURY HOME
JEITA
1200 M 3
05/12/2010
MOULIN D’OR
ZOUK MOSBEH
3000 M 3
21/12/2010
PROJECT BADAWI
ZOUK MOSBEH 2461
10000 M 3
03/02/2011
PROJECT BADAWI
AINTOURA(HAY TREB)
3800 M 3
15/03/2011
PROJECT BADAWI
ZOUK 2359
4000 M 3
17/03/2011
LOUIS HACHEM ENG & CONT S.A.R.L
ST.JOSEPH SARBA
400 M 3
24/03/2011
RESTAURANT CHEZ SAMI
MAAMELTEIN
1000 M 3
09/04/2011
EL BOURJI SYLVA
BALLOUNEH 1502
900 M 3
27/04/2011
AMBSSADEUR FARES EID
BALLOUNEH
1100 M 3
08/05/2011
TONY ZGHEIB & AYOUB
SHAYLE RUE 43
800 M 3
11/05/2011
RIZKALLAH ANTONIO
JOUNIEH
1000 M 3
06/06/2011
KHOURY CONTRACTING COMPANY
SARBA
2000 M 3
20/06/2011
MARC HANNA
BALLOUNEH
1800 M 3
14/07/2011
KOUSSA ADEL
ADMA
1500 M 3
18/07/2011
GHASSAN CHAKOUR
BALLOUNEH
500 M 3
27/07/2011
ELIAS MAZYAD KHOURY
SHAYLE RUE 41
700 M 3
29/09/2011
FAKRA TRADING AND INDUSTRIES
KFARDEBIAN
1500 M 3
29/10/2011
PROJECT BADAWI
JEITA 117
3000 M 3
06/12/2011
RIZK & SALAMEH
ZOUK MOSBEH
700 M 3
30/01/2012
RIZKALLAH&KHAZEN
SHAYLE
1000 M 3
06/03/2012
STE.K.S.E
GHOSTA
1200 M 3
12/03/2012
ANTOINE MAKHLOUF FOR TRAIDING
ADMA
300 M 3
29/03/2012
ING.BECHARA YOUSSEF
BALLOUNEH
1000 M 3
26/04/2012
YAMINE KABALANE
MAAMELTEIN
1000 M 3
05/05/2012
YAZBECK BASSAM FARID
BALLOUNEH 1612
1500 M 3
08/05/2012
PROJECT BADAWI
ADONIS 2182
4500 M 3
18/05/2012
RED GROUP S.A.R.L
SHAYLE
1000 M 3
01/06/2012
ANDRAOS ANDRAOS NADA
SHAYLE
1200 M 3
12/06/2012
PROJECT BADAWI
ADONIS 404
2000 M 3
31/07/2012
CHALFOUN ZIAD
GHOSTA
2500 M 3
01/08/2012
MAALOUF GERGI
KLEYAAT
1500 M 3
09/08/2012
ABI ZEID ROY
BALLOUNEH
400 M 3
19/08/2012
KHATER GEORGE BALLOUNEH
BALLOUNEH
700 M 3
22/08/2012
COUVENT CHRIST LE ROI
ZOUK MOSBEH
800 M 3
31/08/2012
YAMINE KABALANE
FEYTROUN
600 M 3
08/09/2012
TOHME CONTRACTING
JOUNIEH
600 M 3
22/09/2012
NJEIM CHARBEL
AJALTOUN
1000 M 3
31/10/2012
BOULANGERIE MOULIN D'OR
AJALTOUN
2500 M 3
04/01/2013
JASSAMA CONSTRACTION
KASLIK
4000 M 3
02/02/2013
EL KHAZEN GEORGE IMAD
NACCACHE
1000 M 3
16/02/2013
ETS TAJJ
ZOUK MOSBEH
30000 M 3
05/03/2013
PROJECT BADAWI
.....................................................................................................................................................................................
ADONIS 2182
4500 M 3
18/05/2012
MOM& DAD
.....................................................................................................................................................................................
KEYROUZ BAKERY
7500 M 3
15/09/2009
TREE OF LIFE
.....................................................................................................................................................................................
JOUNIEH ATCL
4600 M 3
15/09/2010
KHOURY HOME
.....................................................................................................................................................................................
JEITA
1200 M 3
05/12/2010
PROJECT BADAWI
.....................................................................................................................................................................................
JEITA 117
3000 M 3
06/12/2011
ZOUK MOSBEH- READY MIX CONCRETE BATCHING PLANT
MAYROUBA - READY MIX CONCRETE BATCHING PLANT
FAQRA HORIZON
.....................................................................................................................................................................................
FAQRA
2500 M 3
01/08/2013
EDELWEISS
.....................................................................................................................................................................................
FAQRA
>15000 M 3
03/09/2013
OUR CLIENTS
ELHACHEM.NET
BADAWIGROUP.COM
NATCON.COM.LB
ELHAJJAR.COM
ABNIAH.COM
TOHMECONTRACTING.COM
JASSAMA.COM
TAJJGROUP.COM
MAKHLOUFGROUP.COM.LB
THE-CONTRACTORS.COM
ZOUKMIKAEL.GOV.LB
Standards
COMBINED COARSE AND FINE
AGGREGATES
ELKA GROUP LABORATORIES
Tel : 09-234502-6
ETS.ROUCHAID EL-KHAZEN POUR ENTREPRISES
COMBINED COARSE AGGREGATES
Chart
Ref.
1
2
3
4
5
SIEVE #
SIEVE
SIZE
(mm)
1 IN.
3/4 IN.
1/2 IN.
3/8 IN.
No. 4
No. 8
25
19
12.5
9.5
4.75
2.36
% PASSING
AGGREGATES
COMBINED COARSE
AGGREGATES %
50
50
19mm
12.5mm
19mm
12.5mm
100.0
100.0
43.6
7.5
1.3
1.2
100.0
100.0
98.0
86.4
15.3
4.0
50.0
50.0
21.8
3.8
0.7
0.6
50.0
50.0
49.0
43.2
7.7
2.0
ASTM LIMIT C 33
(Size No. 67)
% PASSING MIN. LIMIT
100.0
100.0
70.8
47.0
8.3
2.6
MAX. LIMIT
100
90
20
0
0
100
100
55
10
5
PASSING %
COMBINED COARSE AGG. CHART
100
95
90
85
80
75
70
65
60
55
50
45
40
35
30
25
20
15
10
5
0
1
2
3
SIEVE SIZE
4
5
Tel :09-234502-6
Chart
Ref.
1
2
3
4
5
6
7
SIEVE #
3/8-IN.
No. 4
No. 8
No. 16
No. 30
No. 50
No. 100
PASSING %
% PASSING
AGGREGATES
COMBINED FINE
% PASSING
AGGREGATES %
46.5
ASTM LIMIT (C33)
53.5
C. SAND
N. SAND
C. SAND
N. SAND
100.0
94.7
55.4
29.3
22.0
18.0
7.9
96.0
93.4
92.5
91.1
87.0
45.5
16.4
46.5
44.0
25.8
13.6
10.2
8.4
3.7
51.4
50.0
49.5
48.7
42.5
24.3
8.8
9.5
4.75
2.36
1.18
0.6
0.3
0.15
COMBINED
F.M.
100
95
90
85
80
75
70
65
60
55
50
45
40
35
30
25
20
15
10
5
0
COMBINED FINE AGGREGATES
SIEVE
SIZE
(mm)
97.9
94.0
75.2
62.4
52.7
32.7
12.4
MIN. LIMIT
100
95
80
50
25
10
2
MAX. LIMIT
100
100
100
85
60
30
10
C.SAND+N.SAND
2.66
+
1
2
3
4
5
6
7
SIEVE SIZE
% PASSING
MIN. LIMIT
MAX. LIMIT
Feb-13
F.M.
C.S.
3.73
N.S.
1.74
TEL : 09-234502-6
DESCRIPTION : Combined Coarse & Fine Aggregates
DATE :
June 2013
Chart
Sieve
Passing % Aggregates
Combination
Ref.
Size
28
28
20.5
1''(25mm)
3/4''(19mm)
1/2''(12.5mm)
3/8''(9.5mm)
No.4(4.75mm)
No.8(2.36mm)
No.16(1.18mm)
No.30(0.6mm)
No.50(0.3mm)
No.100(015mm)
No.200(0.075mm)
19mm
100.0
100.0
43.6
7.5
1.3
1.2
1.1
1.1
1.1
0.9
0.8
12.5mm
100.0
100.0
98.0
86.4
15.3
4.0
2.3
1.9
1.6
1.3
1.2
C.S.
100.0
100.0
100.0
100.0
94.7
55.4
29.3
22.0
18.0
7.9
5.2
N.S.
100.0
100.0
97.1
96.0
93.4
92.5
91.1
87.0
45.5
16.4
7.0
19mm
28.0
28.0
12.2
2.1
0.4
0.3
0.3
0.3
0.3
0.3
0.2
12.5mm
28.0
28.0
27.4
24.2
4.3
1.1
0.6
0.5
0.4
0.4
0.3
C.S.
20.5
20.5
20.5
20.5
19.4
11.4
6.0
4.5
3.7
1.6
1.1
Passing
%
N.S
23.5
23.5
22.8
22.6
21.9
21.7
21.4
20.4
10.7
3.9
1.6
100.0
100.0
83.0
69.4
46.0
34.6
28.4
25.8
15.1
6.1
3.3
All Agg. Combined Chart
Passing %
1
2
3
4
5
6
7
8
9
10
11
23.5
100
90
80
70
60
50
40
30
20
10
0
1
2
3
4
5
6
Sieve Size
7
8
9
10
11
Grading No. 7
Limits
Min.
100
100
73
61
43
26
13
10
5
2
0
Max.
100
100
86
79
64
46
33
28
21
12
3
CON CRET E M I X DESI GN S
B15 - B20 - B25 - B30 - B35 - B40
B 15 ( ELKA - Jeita )
MIX CALCULATION :
Cement Required :
W / C Ratio :
Weight of Water :
Dry Rodded Unit Weight of Coarse Aggregates
Finenss Modulus of Fine Aggregates
Volume of Coarse Aggregates Per Unit of Volume
of Concrete
W CAgg.=
Mass of Fresh Concrete =
W FAgg.=
250 Kgs / m3
0.65
162.5 Kgs ( Net Free Water )
1.602 Grs/cc
2.66
Can Be Determined From A C I - Table
A - 1.5.3.6 = 0.63
0.63 * 1602 = 1010 Kgs
2345 Kgs ( ACI Table A 1.5.3.7.1 )
W=Wc+Ww+Wca+Wfa
Wfa=(2345-(Wc+Ww+Wadmix.+Wca)
Wfa=(2345-(250+162.5+3+1010))
Wfa=920 Kgs/m3
USING 4.2 Kgs OF SIKA PS ( Superplastisizer)
BULK SP.G
BULK S.S.D
APPARENT S.P.
ABSORPTION %
C.A.
2.638
2.657
2.688
0.7
M.A.
2.630
2.653
2.692
0.9
C.S.
2.573
2.611
2.673
1.5
N.S
2.581
2.595
2.620
0.6
MIX DESIGN FOR 1 M3
MATERIAL
MATERIAL
WEIGHT %
Cement S.G.3.15
-
Free Water at W/C Ratio 0.65
Super plastisizer SG. 1.19
Coarse Aggregates
Medium Aggregates
Crushed Sand
Natural Sand
TOTAL
Actual Water =
VOLUME L/M3
UNCORRECTED
KG/M3
TOTAL
ABSORPTION
79.365
163
2.5
191.433
192.015
165.954
191.011
985
250
162.5
3
505
505
427
493
2346
3.5
4.5
6.4
3.0
17.4
Free Water + Water For Absorption - Superplastisizer
=
=
162.5+17.4-2.5
177.4
Without Plast.
Time
Slump (cm)
Initial
Initial
WITH PLASTIZIZER
15 Min.
30 Min.
60 Min.
MIX CALCULATION :
300 Kgs / m3
0.58
174 Kgs ( Net Free Water )
1.602 Grs/cc
2.66
A - 1.5.3.6 = 0.63
0.63 * 1602 = 1010 Kgs
2345 Kgs ( ACI Table A 1.5.3.7.1 )
W=Wc+Ww+Wca+Wfa
Wfa=(2345-(300+174+3.75+1010))
Cement Required :
W / C Ratio :
Weight of Water :
of Concrete
W CAgg.=
W FAgg.=
Wfa=857 Kgs/m3
BULK SP.G
BULK S.S.D
APPARENT S.P.
ABSORPTION %
C.A.
2.638
2.657
2.688
0.7
M.A.
2.630
2.653
2.692
0.9
C.S.
2.573
2.611
2.673
1.5
N.S
2.581
2.595
2.620
0.6
MIX DESIGN FOR 1 M3
MATERIAL
MATERIAL
WEIGHT %
Cement S.G.3.15
-
Coarse Aggregates
Medium Aggregates
Crushed Sand
Natural Sand
TOTAL
Actual Water =
UNCORRECTED
KG/M3
TOTAL
ABSORPTION
95.238
174
3
191.433
192.015
154.683
177.838
988
300
174
3.75
505
505
398
459
2345
3.5
4.5
6.0
2.8
16.8
=
=
Coarse Aggregates
Without Plast.
Time
Slump (cm)
VOLUME L/M3
Initial
5
174+16.8-3
187.8
191.433 WITH PLASTIZIZER
505
Initial
22
15 Min.
18
30 Min.
17
3.5
60 Min.
14
MIX CALCULATION :
Cement Required :
W / C Ratio :
Weight of Water :
of Concrete
W CAgg.=
W FAgg.=
350 Kgs / m3
0.47
164.5 Kgs ( Net Free Water )
1.602 Grs/cc
2.66
A - 1.5.3.6 = 0.63
0.63 * 1602 = 1010 Kgs
2345 Kgs ( ACI Table A 1.5.3.7.1 )
W=Wc+Ww+Wca+Wfa
Wfa=(2345-(350+164.5+4.2+1010))
Wfa=816 Kgs/m3
BULK SP.G
BULK S.S.D
APPARENT S.P.
ABSORPTION %
C.A.
2.638
2.657
2.688
0.7
M.A.
2.630
2.653
2.692
0.9
C.S.
2.573
2.611
2.673
1.5
N.S
2.581
2.595
2.620
0.6
MIX DESIGN FOR 1 M3
MATERIAL
MATERIAL
WEIGHT %
Cement S.G.3.15
-
Coarse Aggregates
Medium Aggregates
Crushed Sand
Natural Sand
TOTAL
Actual Water =
VOLUME L/M3
UNCORRECTED
KG/M3
TOTAL
ABSORPTION
111.111
165
4
191.433
192.015
147.299
169.314
979
350
164.5
4.2
505
505
379
437
2345
3.5
4.5
5.7
2.6
16.4
=
=
164.5 + 16.4 -4
176.9
Without Plast.
Time
Slump (cm)
Initial
5
Initial
21
WITH PLASTIZIZER
15 Min.
30 Min.
19
18
60 Min.
15
MIX CALCULATION :
Cement Required :
W / C Ratio :
Weight of Water :
of Concrete
W CAgg.=
W FAgg.=
USING 5 Kgs Of SIKA PS ( Superplastisizer)
BULK SP.G
BULK S.S.D
APPARENT S.P.
ABSORPTION %
C.A.
2.638
2.657
2.688
0.7
M.A.
2.630
2.653
2.692
0.9
400 Kgs / m3
0.45
1.602 grs/cc
2.66
A - 1.5.3.6 = 0.63
0.63 * 1602 = 1010 Kgs
2345 Kgs ( ACI Table A 1.5.3.7.1 )
W=Wc+Ww+Wca+Wfa
Wfa=(2345-(400+180+5+1010))
Wfa=750 Kgs/m3
C.S.
2.573
2.611
2.673
1.5
N.S
2.581
2.595
2.620
0.6
MIX DESIGN FOR 1 M3
MATERIAL
MATERIAL
WEIGHT %
Cement S.G.3.15
-
Coarse Aggregates
Medium Aggregates
Crushed Sand
Natural Sand
TOTAL
Actual Water =
VOLUME L/M3
UNCORRECTED
KG/M3
TOTAL
ABSORPTION
126.984
180
4.2
191.433
192.015
135.251
155.754
986
400
180
5
505
505
348
402
2345
3.5
4.5
5.2
2.4
15.7
=
=
180 + 15.7 -4.2
191.5
Without Plast.
Time
Slump ( cm )
Initial
4
Initial
22
With Super Plastisizer
15 Min.
30 Min
19
17
60 Min
15
MIX CALCULATION :
Cement Required :
W / C Ratio :
Weight of Water :
of Concrete
W CAgg.=
W FAgg.=
BULK SP.G
BULK S.S.D
APPARENT S.P.
ABSORPTION %
C.A.
2.638
2.657
2.688
0.7
M.A.
2.630
2.653
2.692
0.9
450 Kgs / m3
0.4
1.602 grs/cc
2.66
A - 1.5.3.6 = 0.63
0.63 * 1602 = 1010 Kgs
2345 Kgs ( ACI Table A 1.5.3.7.1 )
W=Wc+Ww+Wca+Wfa
Wfa=(2345-(450+180+5.5+1010))
Wfa=700 Kgs/m3
C.S.
2.573
2.611
2.673
1.5
N.S
2.581
2.595
2.620
0.6
MIX DESIGN FOR 1 M3
MATERIAL
MATERIAL
WEIGHT %
Cement S.G.3.15
-
Coarse Aggregates
Medium Aggregates
Crushed Sand
Natural Sand
TOTAL
Actual Water =
VOLUME L/M3
UNCORRECTED
KG/M3
TOTAL
ABSORPTION
142.857
180
4.6
190.064
190.351
124.090
144.509
976
450
180
5.5
505
505
324
375
2345
3.5
4.5
4.9
2.3
15.2
=
=
180 + 15.2 - 4.6
190.4
Without Plast.
Time
Slump ( cm )
Initial
6
Initial
21
15 Min.
19
30 Min
17
60 Min
15
MIX CALCULATION :
Cement Required :
W / C Ratio :
Weight of Water :
of Concrete
W CAgg.=
W FAgg.=
500 Kgs / m3
0.38
1.602 grs/cc
2.66
A - 1.5.3.6 = 0.63
0.63 * 1602 = 1010 Kgs
2345 Kgs ( ACI Table A 1.5.3.7.1 )
W=Wc+Ww+Wca+Wfa
Wfa=(2345-(500+190+6.5+1010))
Wfa=639 Kgs/m3
BULK SP.G
BULK S.S.D
APPARENT S.P.
ABSORPTION %
C.A.
2.638
2.657
2.688
0.7
M.A.
2.630
2.653
2.692
0.9
C.S.
2.573
2.611
2.673
1.5
N.S
2.581
2.595
2.620
0.6
MIX DESIGN FOR 1 M3
MATERIAL
MATERIAL
WEIGHT %
Cement S.G.3.15
-
Coarse Aggregates
Medium Aggregates
Crushed Sand
Natural Sand
TOTAL
Actual Water =
VOLUME L/M3
UNCORRECTED
KG/M3
TOTAL
ABSORPTION
158.730
190
5.5
190.064
190.351
113.367
132.177
980
500
190
6.5
505
505
296
343
2346
3.5
4.5
4.4
2.1
14.6
=
=
190 + 14.6 - 5.5
199.1
Without Plast.
Time
Slump ( cm )
Initial
6
Initial
23
15 Min.
20
30 Min
18
60 Min
14
SIEVE ANALYSIS
EMPLOYER:
TEL : 09-234502-6
Date
01.06.13
SIEVE ANALYSIS FOR COARSE & FINE AGGREGATES
ASTM C 136 - 84a / AASHTO T 27 - 93
Sample No:
Description: Coarse Aggregates.
Source of materials: Stockpile @ ELKA Batch Plant
Oven Dry Weight (gr.)
Sieve Size
mm.
inch.
75
3"
63
2 1/2"
50
2"
37.6
1 1/2"
25
1"
19
3/4"
12.5
1/2"
9.5
3/8"
4.75
No. 4
2.36
No. 8
1.18
No. 16
0.6
No. 30
0.3
No. 50
No. 100
0.15
0.075
No. 200
3046.1
Mass
Retained
0.0
0.0
0.0
0.0
0.0
0.0
1719.3
2817.1
3007.3
3010.2
3011.2
3011.9
3014.1
3018.0
3021.6
Washded O.D.Wt. (gr.)
% Cum.
%
Retained
Passing
0.0
100.0
0.0
100.0
0.0
100.0
0.0
100.0
0.0
100.0
0.0
100.0
56.4
43.6
92.5
7.5
98.7
1.3
98.8
1.2
1.1
98.9
1.1
98.9
1.1
98.9
0.9
99.1
99.2
0.8
3021.6
Specs
PAN
REMARKS: _______________________________________________________________
_______________________________________________________________
_______________________________________________________________
_______________________________________________________________
Contractor
Tested by
A.Z
Checked by
G.S
Date
01.06.13
Consultant
Witnessed by
____________
Checked by
____________
Date
EMPLOYER:
TEL : 09-234502-6
Date
01.06.13
ASTM C 136 - 84a / AASHTO T 27 - 93
Sample No:
Description: Medium Aggregates.
Sieve Size
mm.
inch.
75
3"
63
2 1/2"
50
2"
37.6
1 1/2"
25
1"
19
3/4"
12.5
1/2"
9.5
4.75
2.36
1.18
0.6
0.3
0.15
0.075
PAN
3/8"
No. 4
No. 8
No. 16
No. 30
No. 50
No. 100
No. 200
2851.6
Mass
Retained
0.0
0.0
0.0
0.0
0.0
0.0
57.3
387.4
2416.6
2736.3
2785.4
2796.6
2806.0
2813.2
2818.2
% Cum.
%
Retained
Passing
0.0
100.0
0.0
100.0
0.0
100.0
0.0
100.0
0.0
100.0
0.0
100.0
2.0
98.0
13.6
84.7
96.0
97.7
98.1
98.4
98.7
98.8
2818.2
Specs
86.4
15.3
4.0
2.3
1.9
1.6
1.3
1.2
REMARKS: _______________________________________________________________
_______________________________________________________________
_______________________________________________________________
_______________________________________________________________
Contractor
Tested by
A.Z
Checked by
G.S.
Date
01.06.13
Consultant
Witnessed by
____________
Checked by
____________
Date
EMPLOYER:
TEL : 09-234502-6
Date
01.06.13
ASTM C 136 - 84a / AASHTO T 27 - 93
Sample No:
Description: Crushed Sand.
Sieve Size
mm.
inch.
75
3"
63
2 1/2"
50
2"
37.6
1 1/2"
25
1"
19
3/4"
12.5
1/2"
9.5
3/8"
4.75
No. 4
2.36
No. 8
1.18
No. 16
0.6
No. 30
0.3
No. 50
0.15
No. 100
0.075
No. 200
1601.0
Mass
Retained
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
84.3
714.0
1131.9
1248.8
1312.8
1474.5
1517.9
PAN
Fineness Modulus
% Cum.
%
Retained
Passing
0.0
100.0
0.0
100.0
0.0
100.0
0.0
100.0
0.0
100.0
0.0
100.0
0.0
100.0
0.0
100.0
5.3
94.7
44.6
55.4
70.7
29.3
78.0
22.0
82.0
18.0
92.1
7.9
94.8
5.2
1517.9
Specs
3.73
REMARKS: _______________________________________________________________
_______________________________________________________________
_______________________________________________________________
_______________________________________________________________
Contractor
Consultant
Tested by
A.Z
Witnessed by
____________
Checked by
Date
G.S.
01.06.13
Checked by
Date
____________
EMPLOYER:
TEL : 09-234502-6
Date
01.06.13
ASTM C 136 - 84a / AASHTO T 27 - 93
Sample No:
Description: Natural Sand.
Source of materials: Batching Plant : Mountain Sand
Sieve Size
mm.
inch.
75
3"
63
2 1/2"
50
2"
37.6
1 1/2"
25
1"
19
3/4"
12.5
1/2"
9.5
3/8"
4.75
No. 4
2.36
No. 8
1.18
No. 16
0.6
No. 30
0.3
No. 50
0.15
No. 100
0.075
No. 200
879.4
Mass
Retained
0.0
0.0
0.0
0.0
0.0
0.0
25.3
35.0
57.7
65.8
78.6
113.9
479.3
735.0
817.5
PAN
Fineness Modulus
% Cum.
%
Retained
Passing
0.0
100.0
0.0
100.0
0.0
100.0
0.0
100.0
0.0
100.0
0.0
100.0
2.9
97.1
4.0
96.0
6.6
93.4
7.5
92.5
8.9
91.1
13.0
87.0
54.5
45.5
83.6
16.4
93.0
7.0
817.5
Specs
1.74
REMARKS: _______________________________________________________________
_______________________________________________________________
_______________________________________________________________
_______________________________________________________________
Contractor
Consultant
Tested by
Checked by
G.S.
01.06.13
Witnessed by
Checked by
Date
A.Z.
____________
____________
Date
SPECIFIC GRAVITY & ABSORPTION
Ref :
Tel : 09-234502-6
Description :
Source of Material :
Coarse Aggregates
Stockpile @ ELKA Batch Plant
Date :
04.06.13
SPECIFIC GRAVITY & ABSORPTION OF COARSE AGGREGATES
AASHTO T - 85
Wt. in Air of oven dry sample , (A) g.
2161.3
Wt. in Air of saturated surface dry , (B) g.
2176.3
Wt. of sample in water , (C) g.
1357.1
Bulk sp. Gr. =
A
B�C
Average
2.638
B
B �C
A
Apparent sp.Gr. =
A�C
B� A
100%
Absorption percent =
A
Bulk sp. (S.S.D.) =
2.657
2.688
0.7
SPECIFIC GRAVITY & ABSORPTION OF FINE AGGREGATES
AASHTO T - 84
ASTM
C - 185
Determination No.
Average
Pycnometer No.
Wt. of oven dry sample in air , (A) g
Wt. of saturated surface dry sample in air (D) , g.
Wt. of Pycnometer filled with water , (B) g.
Wt. of Pycnometer with sample and water to calibration
mark, (C) g.
A
B� D�C
D
Bulk sp. Gr.(SSD) =
B� D�C
A
Apparent sp. Gr. =
B� A�C
D� A
100%
AbsorptionPercent =
A
Bulk sp. Gr. =
REMARKS :-------------------------------------------------------------------------------------------------------------------------------------------------------FOR THE CONTRACTOR :
FOR THE ENGINEER :
Ref :
Tel : 09-234502-6
Description :
Medium Aggregates
Date :
04.06.13
SPECIFIC GRAVITY & ABSORPTION OF MEDIUM AGGREGATES
AASHTO T - 85
1517.6
1530.8
953.8
Bulk sp. Gr. =
A
B�C
Average
2.630
B
Bulk sp. (S.S.D.) =
B �C
A
Apparent sp.Gr. =
A�C
B� A
100%
A
2.653
2.692
0.9
SPECIFIC GRAVITY & ABSORPTION OF FINE AGGREGATES
AASHTO T - 84
ASTM
C - 185
Determination No.
Average
Pycnometer No.
mark, (C) g.
A
B� D�C
D
Bulk sp. Gr.(SSD) =
B� D�C
A
Apparent sp. Gr. =
B� A�C
D� A
100%
AbsorptionPercent =
A
Bulk sp. Gr. =
FOR THE ENGINEER :
Ref :
Tel : 09-234502-6
Description :
Crushed Sand
Date :
05.06.13
AASHTO T - 85
Average
A
B�C
Bulk sp. Gr. =
B
B �C
A
Apparent sp.Gr. =
A�C
B� A
100%
A
Bulk sp. (S.S.D.) =
SPECIFIC GRAVITY & ABSORPTION OF FINE AGGREGATES (CRUSHED SANDS)
AASHTO T - 84
ASTM
C - 185
Determination No.
Average
Pycnometer No.
502.3
509.6
658.6
mark, (C) g.
A
B� D�C
D
Bulk sp. Gr.(SSD) =
B� D�C
A
Apparent sp. Gr. =
B� A�C
D� A
100%
AbsorptionPercent =
A
Bulk sp. Gr. =
973.0
2.573
2.611
2.673
1.5
FOR THE ENGINEER :
Ref :
Tel : 09-234502-6
Description :
Natural Sand
ELKA Batch Plant : Mountain Sand
Date :
04.06.2013
AASHTO T - 85
Average
Bulk sp. Gr. =
A
B�C
B
B �C
A
Apparent sp.Gr. =
A�C
B� A
100%
A
Bulk sp. (S.S.D.) =
SPECIFIC GRAVITY & ABSORPTION OF FINE AGGREGATES (NATURAL SANDS)
AASHTO T - 84
ASTM
C - 185
Determination No.
Average
Pycnometer No.
B
504.0
506.9
658.6
mark, (C) g.
A
Bulk sp. Gr. =
B� D�C
D
Bulk sp. Gr.(SSD) =
B� D�C
A
Apparent sp. Gr. =
B� A�C
D� A
100%
AbsorptionPercent =
A
970.2
2.581
2.595
2.620
0.6
REMARKS :--------------------------------------------------------------------------------------------------------------------------------------------------------
FOR THE CONTRACTOR :
FOR THE ENGINEER :
PAGE 2
Ref :
Tel : 09-234502-6
Description :
Natural Sand
Stockpile @ ELKA Batch Plant ( R.Hajj N.S )
Date :
11.01.06
AASHTO T - 85
Average
A
B�C
Bulk sp. Gr. =
B
B �C
A
Apparent sp.Gr. =
A�C
B� A
100%
A
Bulk sp. (S.S.D.) =
SPECIFIC GRAVITY & ABSORPTION OF FINE AGGREGATES (NATURAL SANDS)
AASHTO T - 84
ASTM
C - 185
Determination No.
1.0
Pycnometer No.
B
500.0
503.7
659.2
mark, (C) g.
A
B� D�C
D
Bulk sp. Gr.(SSD) =
B� D�C
A
Apparent sp. Gr. =
B� A�C
D� A
100%
AbsorptionPercent =
A
Bulk sp. Gr. =
Average
968.7
2.575
2.594
2.625
0.7
FOR THE ENGINEER :
CLAY LUMPS AND
FRIABLE PARTICLES
Ref :
Tel : 09-234502-6
Date :
06.06.13
CLAY LUMPS AND FRIABLE PARTICLES / AASHTO T 112 - 81 / ASTM C 142 - 78
Sample No:
Source of materials:
Sampled From :
C.Aggregates
Conc.Batch Plant Jeita
COARSE AGG.
GRADING
WEIGHT
WEIGHT
LOSS IN ACTUAL %
ORIGINAL OF SAMPLE OF SAMPLE WEIGHT
OF CLAY CORRECTED
PASSING RETAINED
SAMPLE
BEFORE
AFTER
AFTER
LUMPS &
%
RETAINED % TEST (gr.) TEST (gr.)
TEST (gr.) FRIABLE P.
37.5 mm 19 mm
19 mm 9.5 mm
9.5 mm 4.75 mm
FINE AGG.
0
92.5
0
1515.9
0
1513.1
0.0
2.8
0.21
0.18
TOTAL
0.0000
0.1709
0.0000
0.17
GRADING
WEIGHT
WEIGHT
LOSS IN ACTUAL %
OF CLAY CORRECTED
PASSING RETAINED
SAMPLE
BEFORE
AFTER
AFTER
LUMPS &
%
4.75 mm 1.18 mm
0.0
-
-
-
0.00
TOTAL
0.0
0.0000
TOTAL
0.17
REMARKS
Contractor
Tested by
A.Z
Checked by
G.S.
Date
06.06.13
Consultant
Witnessed by
____________
Checked by
____________
Date
Ref :
Tel : 09-234502-6
Date :
13.01.09
Sample No:
Sampled From :
Medium Aggregates
COARSE AGG.
GRADING
WEIGHT
WEIGHT
LOSS IN ACTUAL %
OF CLAY CORRECTED
PASSING RETAINED
SAMPLE
BEFORE
AFTER
AFTER
LUMPS &
%
37.5 mm
19 mm
9.5 mm
19 mm
9.5 mm
4.75 mm
FINE AGG.
24.4
70.5
0.0
379.4
0.0
378.9
0.0
0.5
0.1
0.1
TOTAL
0.024
0.093
0.117
GRADING
WEIGHT
WEIGHT
LOSS IN ACTUAL %
OF CLAY CORRECTED
PASSING RETAINED
SAMPLE
BEFORE
AFTER
AFTER
LUMPS &
%
4.75 mm 1.18 mm
3.6
0.0
0.0
0.0
0.1
TOTAL
0.004
0.004
TOTAL
0.121
REMARKS
Contractor
Tested by
A.Z
Checked by
G.S.
Date
13.01.09
Consultant
Witnessed by
____________
Checked by
____________
Date
Ref :
Tel : 09-234502-6
Date :
08.11.07
Sample No:
Sampled From :
Crushed Sand
COARSE AGG.
GRADING
WEIGHT
WEIGHT
LOSS IN ACTUAL %
OF CLAY CORRECTED
PASSING RETAINED
SAMPLE
BEFORE
AFTER
AFTER
LUMPS &
%
37.5 mm 19 mm
19 mm 9.5 mm
9.5 mm 4.75 mm
FINE AGG.
-
-
-
-
-
TOTAL
-
-
GRADING
WEIGHT
WEIGHT
LOSS IN ACTUAL %
OF CLAY CORRECTED
PASSING RETAINED
SAMPLE
BEFORE
AFTER
AFTER
LUMPS &
%
4.75 mm 1.18 mm
63.4
305.2
303.9
1.3
0.4
TOTAL
0.27
0.27
REMARKS
Contractor
Tested by
R.AK
Checked by
G.S.
Date
08.11.07
Consultant
Witnessed by
____________
Checked by
____________
Date
Ref :
Tel : 09-234502-6
Date :
08.11.07
Sample No:
Sampled From :
Natural Sand
R.El Hajj
COARSE AGG.
GRADING
WEIGHT
WEIGHT
LOSS IN ACTUAL %
OF CLAY CORRECTED
PASSING RETAINED
SAMPLE
BEFORE
AFTER
AFTER
LUMPS &
%
37.5 mm 19 mm
19 mm 9.5 mm
9.5 mm 4.75 mm
FINE AGG.
-
-
-
-
-
TOTAL
-
-
GRADING
WEIGHT
WEIGHT
LOSS IN ACTUAL %
OF CLAY CORRECTED
PASSING RETAINED
SAMPLE
BEFORE
AFTER
AFTER
LUMPS &
%
4.75 mm 1.18 mm
5.1
190.5
174.9
15.6
8.2
TOTAL
0.42
0.42
REMARKS
Contractor
Tested by
R.AK
Checked by
G.S.
Date
08.11.07
Consultant
Witnessed by
____________
Checked by
____________
Date
SOUNDNESS BY SODIUM SULPHATE
Ref ;
Tel : 09-234502-6
Date :
24.06.13
SOUNDNESS OF COARSE AGGREGATES BY SODIUM SULPHATE
(ASTM C88 )
Sample Ref No.:
Type Of Material:
Original Source Of Sample:
Sampling Location:
Approximate Max Size Of Material:
Coarse Aggregates
Stock Piles (Batching Plant) ; Jeita
19
(mm)
Approximate Weight of Bulk Sample:
SPECIFIED TEST CRITERIA
Nominal Maximum Size
Of Aggregate (mm)
Minimum Bulk
Sample Weight (gms)
(Kg)
Accept
25 mm
Reject
20000
Min Mass Of Test Portion
(gm)
25 to
12.5 to
12.5 mm
9.5 mm
Not Less Than 1000 gm For Both Test Sizes
Type Of Solution:
Sodium Sulphate
S.G of Solution:
1.151 to 1.174
Immersion Period Of Test
Portion In Solution
Not Less Than 16 Nether More Than 18 Hrs.
Note: Test Only On Original Grading Fractions Greater Than 5%
IMMERSION DATA
Immersion Start
Date
Time
Cycles
Immersion
Immersion
Immersion
Immersion
Immersion
(1)
(2)
(3)
(4)
(5)
(mm)
19 to 9.5
Total
1.171
1.171
1.171
1.171
1.171
Accept
Reject
Temp.
22
22
22
22
22
Grading Of
Wt. Of Sample
Wt. Of Sample
Percentage Loss
Weighted
Before Test
After Test
After Test
Percentage Loss
(%)
(gm)
92.5
12
%
1448.2
Result:
Tested By:
K.A
Checked By:
G.S.
(Name)
Consultant
Solution
Sp. Gr.
Original Sample
(Name)
Contractor
Period
(hrs)
17.06.13
15:00
18.06.13
8:00
17
18.06.13
15:00
19.06.13
8:00
17
19.06.13
15:00
20.06.13
8:00
17
20.06.13
15:00
21.06.13
8:00
17
21.06.13
15:00
22.06.13
8:00
17
SOUNDNESS TEST OF COARSE AGGREGATE
Test Sieve Size
Specified Maximum Loss:
Immersion End
Date
Time
Accept:
(gm)
1432.0
(%)
1.03
1.03
Date:
24.06.13
Date:
24.06.13
Reject:
(Sign.)
(Sign.)
(%)
1.12
Witnesed By:
Date:
Checked By:
Date:
Ref ;
Tel : 09-234502-6
Date :
17.12.12
SOUNDNESS OF COARSE AGGREGATES BY SODIUM SULPHATE
(ASTM C88 )
Sample Ref No.:
Type Of Material:
Sampling Location:
Medium Aggregates
Stock Piles (Batching Plant); Jeita
19
(mm)
Approximate Weight of Bulk Sample:
Of Aggregate (mm)
Minimum Bulk
Sample Weight (gms)
(Kg)
Accept
19 mm
Reject
20000
(gm)
9.5 to
4.75
Not Less Than 300 gm
Type Of Solution:
Sodium Sulphate
S.G of Solution:
1.151 to 1.174
Portion In Solution
IMMERSION DATA
Cycles
Immersion
Immersion
Immersion
Immersion
Immersion
(1)
(2)
(3)
(4)
(5)
Test Sieve Size
(mm)
9.5 to 4.75
Total
Immersion Start
Date
Time
Solution
Sp. Gr.
1.171
1.171
1.171
1.171
1.171
Accept
Reject
Temp.
22
22
22
22
22
Grading Of
Wt. Of Sample
Wt. Of Sample
Percentage Loss
Weighted
Original Sample
Before Test
After Test
After Test
Percentage Loss
(%)
(gm)
70.5
%
1015.8
Result:
(Name)
Tested By:
A.Z
Checked By:
G.S.
(Name)
Consultant
Period
(hrs)
12.01.09
15:00
13.01.09
8:00
17
13.01.09
15:00
14.01.09
8:00
17
14.01.09
15:00
15.01.09
8:00
17
15.01.09
15:00
16.01.09
8:00
17
16.01.09
15:00
17.01.09
8:00
17
SOUNDNESS TEST OF COARSE AGGREGATE
Contractor
Immersion End
Date
Time
Accept:
(gm)
998.4
(%)
1.21
1.21
Date:
19.01.09
Date:
19.01.09
Reject:
(Sign.)
(Sign.)
(%)
1.71
Witnesed By:
Date:
Checked By:
Date:
Ref ;
Tel : 09-234502-6
Date :
SOUNDNESS OF FINE AGGREGATES BY SODIUM SULPHATE
(ASTM C88 )
Sample Ref No.:
Date Of Sampling:
Type Of Material:
Natural Sand
Meyrouba
Sampling Location:
Stock Piles (Batching Plant)
4.75
(mm) Approximate Weight of Bulk Sample:
Accept
Of Aggregate (mm)
9.5 mm
Minimum Bulk
Sample Weight (gms)
10000
(gm)
9.5 to
4.75 mm to
2.36 to
1.18 mm to
600 to
4.75 mm
2.36 mm
1.18 mm
600 um
300 um
(Kg)
Reject
Not Less Than 100 gm For Each Test Size
Type Of Solution:
Sodium Sulphate
S.G of Solution:
1.151 to 1.174
Portion In Solution
IMMERSION DATA
Immersion Start
Date
Time
Cycles
Immersion End
Date
Time
Period
(hrs)
Sp. Gr.
Temp.
Solution
Immersion
(1)
1/0/1900
15:00
1/0/1900
8:00
17
1.171
23
Immersion
(2)
1/0/1900
15:00
1/0/1900
8:00
17
1.171
23
Immersion
(3)
1/0/1900
15:00
1/0/1900
8:00
17
1.171
23
Immersion
(4)
1/0/1900
15:00
1/0/1900
8:00
17
1.171
23
Immersion
(5)
1/0/1900
15:00
1/0/1900
8:00
17
SOUNDNESS TEST OF FINE AGGREGATE
1.171
23
Test Sieve Size
(mm)
9.5 to 4.75
Grading Of
Original Sample
(%)
Wt. Of Sample
Before Test
(gm)
Wt. Of Sample
After Test
(gm)
Percentage Loss
After Test
(%)
Weighted
Percentage Loss
(%)
0.00
0.0
0.0
0.0
0.00
4.75 to 2.36
0.0
0.0
0.0
0.00
0.00
2.36 to 1.18
0.0
0.0
0.0
#DIV/0!
#DIV/0!
#DIV/0!
1.18 to 0. 600
0.0
0.0
0.0
#DIV/0!
0.600 to 0.300
0.0
0.0
0.0
#DIV/0!
Total
12
%
Result:
(Name)
Contractor
Accept:
Reject:
(Sign.)
Tested By:
T.H
Date:
Checked By:
G.S.
Date:
(Name)
Consultant
#DIV/0!
#DIV/0!
(Sign.)
Witnesed By:
Date:
Checked By:
Date:
Ref ;
Tel : 09-234502-6
Date :
25.02.05
SOUNDNESS OF FINE AGGREGATES BY SODIUM SULPHATE
(ASTM C88 )
Date Of Sampling:
Sample Ref No.:
Natural Sand
Type Of Material:
R.Al Hajj
Sampling Location:
Stock Piles (Batching Plant)
4.75
(mm) Approximate Weight of Bulk Sample:
Accept
Of Aggregate (mm)
9.5 mm
Minimum Bulk
Sample Weight (gms)
10000
(gm)
9.5 to
4.75 mm to
2.36 to
1.18 mm to
600 to
4.75 mm
2.36 mm
1.18 mm
600 um
300 um
0
(Kg)
Reject
Not Less Than 100 gm For Each Test Size
Type Of Solution:
Sodium Sulphate
S.G of Solution:
1.151 to 1.174
Portion In Solution
IMMERSION DATA
Immersion Start
Date
Time
Cycles
Immersion End
Date
Time
Period
(hrs)
Sp. Gr.
Temp.
Solution
Immersion
(1)
16.01.06
15:00
17.01.06
8:00
17
1.171
22
Immersion
(2)
17.01.06
15:00
18.01.06
8:00
17
1.171
22
Immersion
(3)
18.01.06
15:00
19.01.06
8:00
17
1.171
22
Immersion
(4)
19.01.06
15:00
20.01.06
8:00
17
1.171
22
Immersion
(5)
15:00
21.01.06
20.01.06
8:00
17
SOUNDNESS TEST OF FINE AGGREGATE
1.171
22
Grading Of
Original Sample
(%)
Test Sieve Size
(mm)
9.5 to 4.75
4.75 to 2.36
Wt. Of Sample
Before Test
(gm)
Wt. Of Sample
After Test
(gm)
Percentage Loss
After Test
(%)
Weighted
Percentage Loss
(%)
0.8
0.0
0.0
0.80
0.01
1.4
0.0
0.0
0.80
0.01
2.36 to 1.18
5.2
100.0
99.2
0.80
0.04
1.18 to 0. 600
17.8
100.0
97.7
2.30
0.41
0.600 to 0.300
58.4
100.0
96.3
3.70
2.16
Total
2.63
12
%
Result:
(Name)
Contractor
Reject:
(Sign.)
Tested By:
T.H
Date:
Checked By:
G.S.
Date:
(Name)
Consultant
Accept:
(Sign.)
Witnesed By:
Date:
Checked By:
Date:
25.02.05
LOS ANGELOS ABRASION
Reference No
Tel : 09-234502-6
ETS.ROUCHAID EL-KHAZEN POU ENTREPRISES
Date
05.06.13
ABRASION OF COARSE AGGREGATE BY USE OF THE LOS ANGELES MACHINES (AASHTO T-96)(ASTM C-131)
Sample No:
Coarse Aggregates
ELKA Concrete Batch Plant
Type of Grading of Test:
Sieve Size (Square opening)
Weight and Grading of Test Sample. gm
Passing
1 - 1/2 in
1 in
3/4 in
1/2 in
3/8 in
No.3
No.4
Total
A)
B)
C)
CLASS USED
Retained on
1 in
3/4 in
1/2 in
3/8 in
No.3
No.4
No.8
A
1250
1250
1250
1250
B
2500
2500
5000
5000
Weight of Sample Before Test
Weight of Sample After Test (Retained on No.12 Sieve)
Percentage of Wear = [(A - B) / A] x 100
A
12 BALLS
B
11 BALLS
C
8 BALLS
D
6 BALLS
C
D
2500
2500
5000
=
=
=
=
=
=
=
5000
5000
5000
gm
3892
gm
22.16
%
22
REMARKS:
Contractor
Consultant
Tested by
Witnessed by
Checked by
Checked by
Date
05.06.13
Date
%
ORGANIC IMPURITIES
Ref :
Tel : 09-234502-6
Date :
19.06.13
ORGANIC IMPURITIES IN FINE AGGREGATES
ASTM C 40
Sample Ref. No.:
Type Of Material:
Natural Sand
Material Being Used For:
Hrajel - Mairouba
Concrete
Accept
Nominal Maximum Size Of Fine
Aggregate (mm)
Reject
9.5
Minimum Mass Of Bulk Sample (kg)
10
Minimum Mass Of Test Portion (gm)
Approximately 450
Soaking Period Of Test Sample In
Solution (Hrs.)
24
ORGANIC IMPURITIES IN FINE AGGREGATES FOR CONCRETE
Colour Of (NaOH) After 24 hours Soaking In 3% NaOH
Solution
Sample Ref.
1
Accept
2
Reject
√
Lighter Than Standard Colour
Equal To Standard Colour
Darker Than Standard Colour
Specifications:
Lighter Than Standard Colour
Note:
Remarks:
(Name)
Contractor
A.Z
Date:
19.06.13
Checked By:
G.S.
Date:
19.06.13
(Name)
Consultant
(Sign.)
Tested By:
(Sign.)
Witnessed By:
Date:
Checked By:
Date:
SAND EQUIVALENT
Ref. #
Tel: 09-234502-6
Date
29.06.13
SAND EQUIVALENT AASHTO T-176
Sample No:
Crushed Sand ; Natural Sand
ELKA Conc. Batch Plant
Description of Sample as Received
TRIAL No:
C/S
N/S
Sand Height. mm
Hs
9.9
8.9
Clay Floc Height. mm
Hc
12.5
12.5
Calculated Sand Equivalent
Hs/Hc x 100
79.20
71.20
79
71
Adjusted Sand Equivalent
Adjusted Average Sand Equivalent
C.S
N.S
79
71
REMARKS:
Consultant
Consultant
Tested by
Checked by
Date
A.Z
G.S
29.06.13
Witnessed by
Checked by
Date
DRY RODDED UNIT WEIGHT
Ref :
Tel : 09-234502-6
Date
01.06.2013
DRY RODDED UNIT WEIGHT OF AGGREGATES - ASTM C 29 : AASHTO T19 - 80
Class Of Concrete:
Type Of Material:
Combined 50% C.Agg & 50% M.Agg.
Location Of Sample:
ELKA Batching Plant
DESCRIPTION
1
AVERAGE
2
A = Weight Of mould: (grs.)
15060
B = Volume Of mould: (cc)
C = Weight Of mould + Aggregates: (grs.)
C - A = Weight Of Aggregates: (grs.)
24126
(C - A)/B = Unit weight: (grs/cm3)
1.602
(Name)
Contractor
Tested By:
A.Z
Date:
01.06.2013
Checked By:
G.S.
Date:
01.06.2013
(Name)
Consultant
(Sign.)
(Sign.)
Witnessed By:
Date:
Checked By:
Date:

ELKA Ready Mix Concrete Presentation

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