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Dear Customer,
It gives us pleasure and honor to be able to submit this profile to your honorable company.
Optimal Beton is a concrete manufacturing company that is interested in helping you in the
process of construction and completion of your project.
Optimal Beton is a branch of Optimal Engineering Consulting & Contracting (OECC), which is the
mother company. Optimal consists of a very well trained team of engineers and workers that
use latest state‐of‐the‐art technology in the process of concrete manufacturing. Optimal
received its ISO 9001 certification in 2003 with certification number: Qual/2003/20775. This has
shaped up the company’s management quality and service procedures. At Optimal, customer
satisfaction is a premiere requirement.
We look forward to work with you on this project and on your future projects, and hope that
we will be up to your standards in terms of quality and service.
It gives us a great pleasure to submit this profile. If you have any question or need any
additional information, please do not hesitate to contact us; we are at your service.
Very Truly Yours,
Optimal Beton
Management
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1. Optimal Beton Batching Plant:
1.1. Legal Registration Certificate……………………………………………………………………………..Page 6
1.2. ISO or equal certification for quality management……………………..…………………….Page 9
1.3. Minimum 10 years background experience and references: Projects, clients …..Page 10
1.4. Layout plan of the batching plant which comprise stocking area of raw materials, mixer,
laboratory, ……………………………………………………………………………………………………..….Page 12
1.5. Trade Mark of the Batching Plant……………………………………………………………………….Page 14
1.6. Number and trade mark of mobile and station pumps and trucks……………………..Page 15
1.7. Third party independent agency calibration certificate of the weights and scales of the
batching plant according to ASTM C94 standards……………………………………………….Page 16
1.8. Stock area of the concrete raw materials: Description and photos are required. Page 20
1.9. Field laboratory testing……………………………………………………………………………………….Page 22
1.10. Experienced personal CVs and responsible………………………………………….……….Page 28
1.11. Distance to the site and description of the road adopted during concreting (total time
elapsed during transportation)………………………………………………………………………..….Page 33
2. Concrete Mix Design: B14, B25, B30, B40 and B45.
2.1. Approved source of raw materials by the Engineer……………………………………………..Page 34
2.2. Sampling, handling, transportation and testing at an independent certified Third party
testing agency approved by the Engineer.
2.3. Testing agency: Calibration of the equipment and especially the concrete compression
machine must be done and calibration certificate to be issued and submitted accordingly.
2.4. A trial mix for each class of concrete must be done at the batching plant to verify the
approved concrete mix designs for the project, and the slump test must be recorded every
15 minutes up to 1 ½ hour according to the specs.
15 concrete cylinders must be taken and tested at 7‐14‐ and 28 days of their lifetime.
2.5. Required physical tests at an independent third party testing agency:
‐ Los Angeles abrasion (Coarse and medium aggregates)……………………………..Page 47
‐ Clay lumps and friable particles in aggregates (Coarse and medium aggregates).
‐ Soundness of aggregates by use of sodium sulfate or magnesium sulfate (Coarse and
medium aggregates, crushed sand and natural sand).
‐ Flakiness and elongation index (Coarse aggregates).
‐ Organic Impurities in fine aggregates (Crushed sand and natural sand).
2.6. Chemical test as follows:
‐ Natural sand: PH, chloride and sulfate content…………………………………………..Page 48
‐ Water chemical test taken from the batching plant.
‐ Cement certificate (chemical and physical properties of the cement purchased).Page 47
‐ Admixture original data sheet……………………………………………………………….…….Page 53
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COMPANY'S PROFILE
1. Trade Name : OPTIMAL BETON, Branch of
Optimal Engineering Consulting & Contracting
2. Type of Organization: S.A.R.L Company
3. Date of Incorporation: January 1994.
4. No. of commercial register : 51268 Baabda
5. Addresses : Main Office
Haret el Ghawarneh Street, Diab & Chidiac Bldg,
Antelias, Beirut.
Tel & Fax: +961 4 / 716102‐ 716532
P.O.Box: 70/754 Antelias
Email: mkhuri@optimal‐eng.com
Website: www.optimal‐eng.com
Bsallim Site: near Municipality of Bsallim.
6. Board of Directors: Dr. Michel Khouri, Ph.D., Fred Khouri, Carmen Khouri
7. Sales & Development: Maria Sakarian
8. Batching Plan Manager in Bsalim: Tony Hajjar
9. Financial Auditor: Raymond Daou
10. Legal advisors: Lawyer Hadi Khawand
11. Scope of activity: READY MIX CONCRETE
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I‐ BACKGROUND
OPTIMAL BETON is a Ready Mix Concrete Company founded is 1994 under trade registration No 51268.
OPTIMAL BETON was created by Dr. Michel Khouri a civil engineer who was interested in the expansion
of the construction industry in Lebanon and took the opportunity to create and expand Optimal. At this
time, Dr. Michel Khouri and family own 100% of the shares of the company.
II‐ THE SITES
OPTIMAL BETON constructed its first batching plant in Beirut area, at Bourj Hammoud on the sea road.
Its strategic location enabled all project sites of the capital as well as the Metn area to be easily reached
without the hassle of major traffic jams. The location played a key role in the expansion of OPTIMAL
BETON.
Afterwards, we moved to our current location of the Batching Plant in Bsalim ‐ Nahr el Mot. This local
consists of Two Batching plants with a total capacity of about 250 m3/hr. This enables Optimal to supply
customers all over the Metn and Beirut areas due to the fact that it is located just of the new Metn
speed highway.
Optimal installed in 2002 a batching plant in Fatka to supply about 60000 m3 of concrete to Adma‐
Fatka‐Kfour‐ Ghazir road and infrastructure works; the plant was dismantled in 2006.
Optimal also installed in 2005 a batching plant in the port of Tripoli and supplied about 50000 m3 of
concrete in about six months; the plant was dismantled in 2006.
III‐ FLEET
Optimal Beton delivers concrete with 16 transit mixers with a total capacity of 80m3, as well as with 3
concrete pumps.
Transit Mixers: Iveco, Man, Volvo
7 Concrete Pumps: MAN/CIFA 45m Boom
Daewoo/Putzmeister 42m Boom
Mercedes/Putzmeister 36m Boom
Daewoo/Putzmeister 32m Boom
Mercedes/Putzmeister 28m Boom
1 pump/mixer (Pumi/Astra) 24m Boom
Mercedes/Putzmeister 20m Boom
IV‐ HUMAN RESOURCES
The company's management is a dynamic management that has proven itself by positioning the
company as one of the leading companies in the ready mix industry.
Optimal Beton consists of a very capable well‐trained team of engineers and workers that use the latest
State‐of‐the‐art technology in the process of concrete manufacturing.
V‐ ORGANIZATION CHART
Chairman & Owner
Technical & Operations Manager
Sales & Development Manager
Maria Sakarian
Financial Manager
Raymond Daou
Laboratory Sales & Marketing
Sales
Cashing
Marketing
Batching Plants
Garage
Raw Material
Control
Administration
Reporting
Purchasing
Bsallim Site
Eng. Georges Osta
Law Offices
Hadi Khawand
1.2. ISO or equal certification for quality
management
Optimal received its ISO 9001 certification in 2003 with certification number:
Qual/2003/20775.
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1.3. About 15 years background
experience and references: Projects,
clients …
Optimal Beton's clients list has reached over 400 clients, thanks to our consistent sales and
marketing efforts. Moreover, contractors dealing with Optimal Beton on a specific site for the first
time always come back for other sites, and consider the company as their only ready mix concrete
supplier. We consider our wide client base an important measure of Optimal Beton's success. This
gives us a substantial advantage over our largest competitors whose revenues generation often
depends on a few large clients.
AMONG OUR CLIENT'S LIST:
Mouawad & Edde, Touma Engineering OECC Contractors Al-Mabani Teccen Target Engineering Hamid Kairouz Farah Group Latitude 33 Edrafor Alfred & Jack Matta Police department Dbaye Hannouch Cons truction Malek Fahd New Building Services Ashada Le Grand Vert Municipality Halat Bauer Chidiak Contractors Municipality Bourj Hammoud Maken IGM Municipality Nabay B I E L Fundamentals Mar Sarkis & Bakhos Fatka Afak-Al Arab Sadek & Sabbah Sfeir & Ghoul Engineering Real Estate Dev Teogex Hajj Contractors Ets. M.B.A Ets. Pierre Abou Habib Safi Contractors Ets. Ahmad Yassin Eng. Antoine Al-Kik Siteco Eng. Georges Sfeir Eng. Farid Yammin Eng. Halim Naddaf Eng. Sinan Balian Eng. Ziad Lteif Eng. Roudy Abou Jaber
Eng. Jean Michael Eng. Mounir Abou Ezzi Eng. Saad Al-Sabbah Pascal Bou Zardan Al Alam Al Arabi Col. Milad Tannous Adib Hanna Adib Habib Richard Samara La Plaza Partners Matar Contracting Continental Contracting
And many other Engineers & Contractors etc.
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1.4. Layout plan of the batching plant
which comprise stocking area of raw
materials, mixer, laboratory, …
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1.5. Trade mark of the batching plant:
Type, capacity …
THE BATCHING PLANT
‐ Bsalim
The site is equipped with a STETTER Central Batching Plants.
2 Central Mixers.
Automatic / computerized weight system.
4 cement silos capacity ~280 tons.
CAPACITY
Location Nominal capacity
(m3/hour)
m3/per
12 hrs work
m3/per
month
m3/
per year
Considering 50%
efficiency (m3/year)
Nahr el Mot 160 1920 49920 599040 299520
Nahr el Mot 90 1080 28080 336960 168480
Total: 468000 m3
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1.6. Number and trade mark of mobile
and station pumps and trucks.
Type Trade Mark Number
Transit Mixer Volvo 346806
Transit Mixer IVECO 346807
Transit Mixer IVECO 346942
Transit Mixer ASTRA 346802
Transit Mixer IVECO 346942
Transit Mixer IVECO 346942
Transit Mixer IVECO 325592
Transit Mixer IVECO 325593
Transit Mixer IVECO 325817
Transit Mixer MAN 346520
Transit Mixer MAN 346725
Transit Mixer MAN 346922
Transit Mixer Mercedes‐Actros 326129
Transit Mixer Mercedes‐LB 346627
Transit Mixer Mercedes‐LB 325364
Transit Mixer Mercedes‐LB 325592
Transit Mixer Mercedes‐LB 325823
Transit Mixer Mercedes‐Actros 325710
Concrete Pump (CIFA) MAN 45m 386741
Concrete Pump (Putzmeister) Daewo 42m 326462
Concrete Pump (Putzmeister) Mercedes‐LB 36m 326461
Concrete Pump (Putzmeister) Daewo 32m 326571
Concrete Pump (Putzmeister) Mercedes‐LB 28m 326822
Pumi (CIFA) ASTRA‐LB 24 346921
Concrete Pump (Putzmeister) Mercedes‐LB 20m 326961
OECC OPTIMAL BETON Branch of Optimal Engineering Consulting & Contracting s.a.r.l.
Te1/Fax: 04/716102-04/716532- Cell: 70/287487 Concrete is our job since 1983.
Compressive Strength test, ,A S T M -C 39
Project Consultant
Attention Tel
Date
Type of cement
-:=ie!:J Pouring Sam Date
Cyl1 20/1/2012
Cyl2 20/1/2012
Cyl3 20/1/2012
Crush Date
3/2/2012
3/2/2012
312/2012
NABAYE
MR ISSAM ABDEL NOUR
I · 3/2/2012 I OPC
Age of imensio Density Structure Total Compressiv Test/D Dfa & Hei. grn/cc Represen~foad,k~ngttt,kg/c
14 Days 15 2.34 490 272.22
14 Days 15 2.34 490 272.22
14 Days 15 2.34 500 277.78
Type Averg of Class Streng
30Mpa
30Mpa 274.07
30Mpa
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OECC OPTIMAL BETON Branch of Optimal Engineering Consulting & Contracting s.a.r.l.
Tel/Fax: 041716102-041716532- Cell: 70/287487
Concrete is our job since 1983.
Project Consultant
Attention Tel Date
Type of cement
Field Pouring Sam pi Date
Cyl1 25f7/2012
Cyl2 25f7/2012
Cyl3 2517/2012
Crush Date
2/8/2012
2/8/2012
2/8/2012
Nabaye
Mr. Adib HANNA
1. 2/8/2012
OPC
Age of ~menslo Density Structure Total Comp1'888iv Type TestiD ia & Hei. gmlcc Represen~load~ngth,kgfc of Class
9Days 15 2.34 460 255.56 30Mpa
90ays 15 2.34 460 255.56 30Mpa
9 £?ays 15 2.34 470 261.11 30Mpa
Averg Streng
257.41
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OPTIMAL BETON OECC
Branch of Optimal Engineering Consulting & Contracting s.a.r.l.
Tel/Fax: 04/716102-04/716532- Cell: 70/287487
Concrete is our job since 1983.
Project Consultant
Attention Tel
Date
Compressive Strength test, ,A S T M -C 39
Broummana/ouyoun Eng. Elie KARAM Ackkar/Maalouf
I -Type of cement OPC
Field Pouring Crush Age of ft:menslo Density Structure Total Compressiv Sam pi Date Date Test/D Ola & Hei. gm/cc RepresenJioad~ngth.kg/c
Cyl1 20/1212011 27/12/201 1 7Days 15 2.34 550 305.56
Cyl2 20/1212011 27/1212011 7Days 15 2.34 500 2n.1a
Cyl3 20/1212011 27/1212011 7 Days 15 2.34 560 311.11
Type of Class
30Mpa
30Mpa
30Mpa
Averg Streng
296.15
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OECC OPTIMAL BETON Branch of Optimal Engineering Consulting & Contracting s.a.r.l.
Tel/Fax: 04/716102- 04/716532- Cell: 70/287487
Concrete is our job since 1983.
Compressive Strength test, ,A S T M -C 39
Project Achrafieh Consultant
Attention Mr Richard SAMARA Tel
118/1/2012 "I Date
Type of cement OPC
Field Pouring Crush Age of ~mensio Density Structure! Total Compressiv Type Sam pi Date Date Teat/0 ia & Hal. gmlcc Represen!load,kNbenglll,kglc of Class
Cyl1 29111/2011 6/12/2011 ?Days 15 2.34 ~aftFoun 490 . 287.39 35Mpa
Cyl2 29/11/2011 6/1212011 7 Days 15 2.34 RaftFoun 500 293.26 35Mpa
Cyl3 29/11/2011 6/1212011 7 Days 15 2.34 Raft Foun 500 293.26 35Mpa
Cyl1 29/11/2011 27/1212011 28 Days 15 2.34 RaftFoun 650 381.23 35Mpa
Cyl2 29/11/2011 6/12/2011 28 Days 15 2.34 Raft Foun 660 387.10 35Mpa
Cyl3 29/11/2011 6/12/2011 28 Days 15 2.34 RaftFoun 650 381.23 35Mpa
Averg Streng
291.30
383.19
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OPTIMAL BETON Q E C C Branch of Optimal Engineering Consulting & Contracting s.a.r.l.
Te1/Fax: 04/716102-041716532- Cell: 70/287487 Concrete is our Job since 1983.
Compressive Strength test, ,A S T M -C 39
Project Consultant
Attention Tel Date
Type of cement
Field Pouring Sam pi Date
Cyl1 9/5/2012
Cyl2 9/5/2012
Cyl3 9/5/2012
Cyl1 9/5/2012
Cyl2 915/2012
Cyl3 915/2012
Crush Date
15/5/2012
15/5/2012
15/5/2012
6/6/2012
6/6/2012
6/6/2012
Jal El Dib
Mr Rachad Chebly 03-936222 15/5/2012
OPC
Age of ~imensio Density Structure Total Compressiv Test/0 Dia & Hei. gmlcc Represen~load,k~ngth,kglc
70ays 15 2.34 Colmuns 400 222.22
7Days 15 2.34 Colmuns 390 216.67
7Days 15 2.34 Colmuns 400 222.22
28 Days 15 2.34 Cotmuns 520 288.89
28 Days 15 2.34 Cotmuns 500 277.78
28 Days 15 2.34 Colmuns 510 283.33
Type of Class
25Mpa
25Mpa
25Mpa
25Mpa
25Mpa
25Mpa
Averg streng
220.37
283.33
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Michel Farid Khouri Ph #: 03-267267
EDUCATION *Ph.D. in Structures and Materials, Dept. of Civil Engineering, The University of Michigan, Ann Arbor, Michigan, (December 1989).
*M.S.E. in Structures and Materials, Dept. of Civil Engineering, The University of Michigan, Ann Arbor, Michigan, (December 1985).
*M.A. in International Affairs, Dept. of Political Science, The Lebanese American University (LAU), Byblos, Lebanon (September 2004). *B.S.E. in Structures and Materials, Dept. of Civil Engineering, The University of Michigan, Ann Arbor, Michigan, (May 1985).
*B.S. in Mathematics and Physics, College of Arts and Sciences, The American University of Beirut (AUB), Beirut, Lebanon (February 1983).
EXPERIENCE 9/93-Now Associate Professor, The Lebanese University, School of Engineering, Roumieh, El-Maten.
Chairman of the Civil Engineering Department, 1997 – 2003, and from 2005 up till 2008. Courses taught so far:
Structural Dynamics, Prestressed Concrete, Theory of Vibration I, Theory of Vibration II, Structural Analysis II, Structural Analysis III, Theory of Plates and Shells, Foundation Engineering, Finite Element Analysis, Structural Optimization, Steel Structures.
9/93-6/07 Associate Professor, Lebanese American University (LAU), Blat, Byblos. Courses taught:
Vibrations and Acoustic Control, Statics for Engineers, Dynamics for Engineers, Physics I, Advanced Computer Programming, Database Management Systems, Computer Senior Study.
1/94-Now Chairman and Owner, Optimal Engineering Consulting and Contracting(OECC), S.A.R.L.,
and Optimal Beton, Antelias, Rue Haret Alghawarneh, Diab-Chidiac Center, Block B, 2nd Floor. * OECC studied and executed over 100 Buildings and various Infrastructure Projects in Lebanon;
* OECC in association with CDI executed the Demolition by Implosion of the: Sheraton Tower Beach Hotel in Beirut (May 16, 1999),
The Old Hilton Hotel in Beirut (July 14, 2002), and The Mudeirij Bridge (Dec. 17, 2007).
* Optimal Beton is one of the main suppliers of ready mix concrete in Lebanon.
8/90-9/93 Senior Project Engineer, Modern Engineering Service Company, Troy, Michigan, 48092.
Worked as a consultant for Ford Motor Co., General Motors Co., and Chrysler Co. on vehicle structural analysis and weight optimization.
On some projects, I was in-charge of a group of about six engineers (including some Ph.D.s) that performed structural analysis and design.
3/90-6/90 Project Manager, All Metal Co., Sharjah, U.A.E. Was on a special assignment to perform and supervise the structural analysis and design of a project
involving the construction of three floating roof tanks. Had full responsibility of the project management, Quality Assurance/Quality Control programs, Scheduling and Civil and Mechanical Engineers design.
10/89-5/90 Project Engineer, Automated Analysis Corporation, Ann Arbor, Michigan, 48105.
Involved in the analysis and design of vehicle structures using the finite element method. Job also required writing of final reports and performing presentations to clients.
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1/86-12/89 Ph.D. Student (Research Assistant), Dept. of Civil Engineering, The University of Michigan. Nonlinear finite element analysis of incompressible rubber-like material (Mooney-Rivilin) was used
to study the behavior of rubber seal structures for joints.
10/88-9/89 Research Associate I, The University of Michigan Transportation Research Institute. Investigated Vehicle–Pavement Structure Interactions. Wrote, modified and used various types of
software for data analysis and utilized the finite element method and the layer theory to analyze rigid and flexible pavement structures.
9/87-6/89 Laboratory Assistant, Dept. of Civil Engineering, The University of Michigan. Supervised laboratory procedures of the following courses: Fiber Composite Structures, Quality
Assurance/Quality Control, and Finite Element Applications.
9/85-9/88 Teaching Assistant, Dept. of Civil Engineering, The University of Michigan. Lectured and supervised laboratory procedures of courses in civil engineering that involved studying
the behavior of various construction material properties. Also supervised and lectured courses and labs of fiber reinforced concrete use.
5/86-9/87 Research Assistant, Dept. of Civil Engineering, The University of Michigan. Investigated “Mastic Asphalt Behavior”; had full responsibility of the following: statistical design of
experiments, laboratory work (preparation and testing of specimens), data analysis, and writing of the final report (published December 1987).
5/87-8/87 Research Assistant, Dept. of Civil Engineering, The University of Michigan. Performed laboratory experiments on Fly Ash used in pavement shoulders. A report was published.
9/85-9/87 Computer Laboratory Supervisor, Computer Aided Engineering Network, The University of
Michigan. Supervised the lab, and answered questions concerning different types of software.
5/85-12/85 Research Assistant, Dept. of Civil Engineering, The University of Michigan.
Prepared and tested (Destructive and Non-Destructive Testing) concrete specimens for compressive strength and modulus of elasticity at early age. Two papers were published.
PUBLICATIONS (Peer Reviewed)
Khouri, M. F. and Elias, W.J., “On the Evaluation of Hydrodynamic Forces in Shallow Circular Storage Tanks due to Seismic Action”, International Journal of Advances and Trends in Engineering Materials and their Applications, Part C, 1 (1), 2012, pp.73 – 80. Khouri, M. F., “Drift Limitations in a Shear Wall Considering a Cracked Section,” International Journal of Reliability and Safety of Engineering Systems and Structures, 1 (1) 2011, pp. 31–38. Khouri, M. F., “Analysis of Silo Walls without Friction,” International Journal of Advances in Mechanics and Applications of Industrial Materials, 1 (1) 2010, pp. 69–79. Khouri, M.F., “Evaluating the maximum allowable drift in a Shear Wall with Variable Stiffness,” Romanian Journal of Acoustics and Vibrations, Volume VII, Issue I, pp. 3-9, Romania, 2010. Khouri, M. F., “Approximating the Response of Rubber in the Vicinity of a Non-Lipschitzian Domain,” International Journal of Advances in Mechanics and Applications of Industrial Materials, 1 (1) 2009, 91–102.
Khouri, M. F., “Design of Rubber Seals Based on Von Mises Stress,” Transportation Research Board (TRB) Technical Journal 1392, September 1993. Khouri, M. F. “Feasibility of Hollow Seals,” Presented at the 72nd Transportation Research Board Annual Meeting, Paper No. 930900, January 14, 1993.
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Khouri, M. F. and Tons, E., “Comparing Rectangular and Trapezoidal Seals Using the Finite Element Method,” TRB Technical Journal 1334, August 1992. Khouri, M. F. (Ph.D. Dissertation), “Analysis and Design of Incompressible Rubber Seals Using Experimental and Finite Element Methods,” The University of Michigan, Ann Arbor, Michigan, December 1989.
CONFERENCE PUBLICATIONS
Khouri, M. F. “Estimation of the Maximum Allowable Drift at the Top of a Shear Wall (within Elastic Limits),” Presented and Published in Earthquake Resistant Engineering Structures International Conference, (ERES), pp.115-126, Cyprus 2009. Website: http://library.witpress.com/pages/PaperInfo.asp?PaperID=19770.
Khouri, M. F. “Comparison of Various Methods Used in the Analysis of Silos without Wall Friction,” Presented and Published in Computational Methods and Experimental Measurements XII International Conference, (CMEM) 2005, pp.425-441, Malta. Website: http://library.witpress.com/pages/PaperInfo.asp?PaperID=15240. Khouri, M. F. and Tessmer, M.A., ”Superelement Upstream Design Sensitivity: Applications and Concerns,” Presented at Ford Motor Co. NAAO/EAO Computer Aided Engineering Technical Exchange, December 1992, Dearborn, Michigan.
TECHNICAL REPORTS (Limited Distribution) Khouri, M.F., “Analysis and Design of the DN101 Vehicle (Ford Taurus/Sable 1996),” Ford Motor Co., Detroit, Michigan, USA, September 1993. Khouri, M.F., “Correlation and Optimization of the 1996 Ford Taurus’s Steering Column First Vertical Frequency,” Ford Motor Co., Detroit, Michigan, USA, August 1992. Khouri, M.F., “Design Sensitivity Analysis Applied to Large Finite Element Models,” Ford Motor Co., Detroit, Michigan, USA, May 1992. Khouri, M.F., and Zebrowski, M.P., “Structural Optimization of the Ford Taurus Package Tray,” Ford Motor Co., Detroit, Michigan, USA, January 1992. Khouri, M.F., “Structural Analysis and Design of the Brake Apply System of the Right Hand Drive SATURN, General Motors Co.,” Modern Engineering Service Company, Technical Report SAT001, Detroit, Michigan, USA, August 1991. Khouri, M.F., Shu, K.T. and Cam, T., “Structural Investigation of the C/K Transmission Housing Using the Finite Element Method,” Modern Engineering Service Company, Technical Report NVG800, Detroit, Michigan, USA, July 1991. Khouri, M.F., Shu, K.T. and Cam, T., “Finite Element Analysis of the S/T Transmission Housing,” Modern Engineering Service Company, Technical Report NVG300, Detroit, Michigan, USA, June 1991. Hunt, D. and Khouri, M.F., “Investigation of the Shift-Shaft Lever Arm for the C/K and S/T Trucks,” Modern Engineering Service Company, Technical Report NVG600, Detroit, Michigan, USA, April 1991. Khouri, M.F., Jhou, J., and Cam, T. “Finite Element Investigation of the C/K, S/T and the BLK2 Shift Forks,” Modern Engineering Service Company, Technical Report NVG400, Detroit, Michigan, USA, March 1991.
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Khouri, M.F., “Structural Analysis and Design of the Model 290 4WD Transmission Rear Housing-Second Iteration,” Modern Engineering Service Company, Technical Report NVG200, Detroit, Michigan, USA, January 1991.
Khouri, M.F., “Structural Analysis and Design of the Model 290 4WD Transmission Rear Housing - Baseline and First Iteration,” Modern Engineering Service Company, Technical Report NVG100, Detroit, Michigan, USA, December 1990. Khouri, M.F., “Procedures and Quality Assurance/Quality Control Report,” All-Metal Company Technical Report done for Qatar National Oil Distribution Company, Technical Report 001, Dubai, UAE, May 1990. Khouri, M.F., “Civil Works Design and Procedures,” All-Metal Company Technical Report done for Qatar National Oil Distribution Company, Technical Report 002, Dubai, UAE, June 1990. Khouri, M.F., “Finite Element Analysis of the Caterpillar 220-E Loader Non-Engine End Frame,” Automated Analysis Corporation, Technical Report, Ann-Arbor, Michigan, USA, April 1990. Khouri, M.F., and Purushothaman, D., “Structural Investigation of the Caterpillar 785 Off-Highway Truck Using the Finite Element Method,” Automated Analysis Corporation, Technical Report, Ann-Arbor, Michigan, USA, January 1990.
SCHOLARSHIPS AND AWARDS * Graduate School Fellowships, University of Michgan, Dept. of Civil Engineering,1985 -1989. * Chi Epsilon National University Competition Award (First Prize for best Concrete Frisbee design and Performance), April 1986.
SPORTS CHAMPIONSHIPS * Ann Arbor City League Racquetball Championship, Level: Open/Advanced, held at One on One Health Club, Ann Arbor, Michigan, April 1993. First Place
* The Killshot Classic, (State of Michigan Racquetball Amateur Championships, Level: 30-35 B, held at Racquetime Health Club, Livonia, Michigan, March 1993. First Place
ORGANIZATIONS
Member of the Civil Engineering Honor Society CHI EPSILON Treasurer (April 1986-April 1987) Marshall (April 1987-April 1988) Member of The Transportation Research Board Member of The American Society of Civil Engineers
LANGUAGES
English, Arabic, French and Spanish.
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1.11. Distance to the site and description
of the road adopted during concreting
(total time elapsed during
transportation).
The current location of our Batching Plant is Bsalim ‐ Nahr el Mot. This enables Optimal to supply
customers all over the Metn and Beirut areas due to the fact that it is located just of the new Metn
speed highway.
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SCJDAMCCJ·:q.. arweber --- SAINT-GOIlAINCUSTOMER: MIS Optimal Beton
DATE: 23/06/2012 15 MPa @ 28 Days
CONCRETE MIX DESIGN
MIX TYPE 250/20
MIX REFERENCE: 815
PROJECT:
INGREDIENTS WEIGHT (SSD)
KG/M3
SPECIFIC GRAVITY
T/M3
VOLUME
LT/M3
%OFTOTAL
Aggregate
CEMENT 250 3.15 79
20 MM AGGREGATE 678 2.67 254 35.0%
10 MM AGGREGATE 485 2.66 182 25.0%
CRUSHED SAND 291 2.62 111 15.0%
NATURAL SAND 485 2.52 192 25.0%
FREE WATER 154 1 154
AdmixCF88R 3.3 1.13 2.9 1.30%
AIR VOID 24
DENSITY 2,345 1000
TOTAL AGGREGATE 1938
TOTAL COARSE AGGREGATE 1163
TOTAL FINE AGGREGATE 775
% OF COARSE AGGREGATE 60.0
% OF FINE AGGREGATE 40.0
COARSE/FINE 1.50
% OF 20MM/COARSE AGG. 58
% OF 10MM/COARSE AGG. 42
% OF CRUSHED SAND/FINE 38
% OF NATURAL SAND/FINE 63
FM OF COMBINED FINE 2.20
WIC 0.616
SLUMP Not to Exceed: 19
Time 5 min 45 min 90 min
SLUMP 195mm 150mm 140mm
Compressive Strength @ 7 days (cyl) 13 Mpa 1/ 13.5 Mpa
Compressive Strength @ 28 days (cyl) 17.5 Mpa Ii 17 Mpa ,.Il~~
Marwan ABDELN'6UR SODAIVlCO SAL ~)(M', Ar~I$afMI\'iUl.ag"Bt;iA<:I?anon
T +961 9790920/1/213 IVl +961 3700892 F +961 9790924 jbe!l%ysodafTIco.cofTI SAL. with the capital of LSP 3.900.000.000 fully paid C.R.. Baabda 23851 IVl.O.F 7750
/ ISO 900] Lebc/.~on . UAE <'y"a Qaed'. KSA Kuwait I
35
~weberCUSTOMER: MIS Optimal Beton SODAMCO':r;. ~ SAINT-GOBAIN
DATE: 23/06/2012 25 MPa @28 Days
CONCRETE MIX DESIGN
MIX TYPE 350/20
MIX REFERENCE: B25
PROJECT:
INGREDIENTS WEIGHT (SSD)
KG/M3
SPECIFIC GRAVITY
TIM 3
VOLUME
LT/M3
% OF TOTAL
Aggregate
CEMENT 350 3.15 111
20 MM AGGREGATE 650 2.61 243 35.0%
10 MM AGGREGATE 464 2.66 175 I 25.0%
CRUSHED SAND 279 2.62 106 15.0%
NATURAL SAND 464 2.52 184 25.0%
FREE WATER 174 1 174
Admix CF 88R 4.6 1.13 4.0 1.30%
Admix CF 40 2.3 1.155 2.0 0.65%
AIR VOID 0
DENSITY 2,383 1000
TOTAL AGGREGATE 1857
TOTAL COARSE AGGREGATE 1114
TOTAL FINE AGGREGATE 743
% OF COARSE AGGREGATE 60.0
% OF FINE AGGREGATE 40.0
COARSE/FINE 1.50
% OF 20MM/COARSE AGG. 58
% OF 10MM/COARSE AGG. 42
% OF CRUSHED SAND/FINE 38
% OF NATURAL SAND/FINE 63
FM OF COMBINED FINE 2.20
W/C 0.497
SLUMP Not to Exceed: 19
Time 5 min 45 min 90 min
SLUMP 2100 mm 165mm 145mm
Compressive Strength @ 7 days (cyl) 22 Mpa 1"\ 21 Mpa
Compressive Strength @ 28 days (cyl) 28Mpa / 29Mpa
I 111~Cv-SODAMCO SAL. MimM\1~~)trIt9tYR 1·9666 Be,rut Lebanon
r +961 9790920/1/213 M +961 3700 892 L~AftJ8IfSllfe8rMa:naaer - ACP SAL. wi~h capital of LBP 3.900.000000 fully/paid _. R Baaoda L'j851 - M.0J 7750 ,
f tebanop . KSA . Jorean Kuwa,'ISO 9001
/ I
36
rweberCUSTOMER: MIS Optimal Beton SDDAMCD'* - SAINT·GOBAIN
DATE: 23/06/2012 30 MPs @ 28 Days
CONCRETE MIX DESIGN
MIX TYPE 400/20
MIX REFERENCE: B30
PROJECT:
% OF TOTAL INGREDIENTS WEIGHT (SSD) SPECIFIC GRAVITY VOLUME
AggregateKG/M3 T/M3 LT/M3
CEMENT 3.15 1400
35.0%20 MM AGGREGATE 2.67 236630
10 MM AGGREGATE 2.66 169 25.0%450
15.0%CRUSHED SAND 2.62 103270
2.52 25.0%NATURAL SAND 179450
FREE WATER 180 1 180
AdmixCF 88R 1.13 1.30%5.2 4.6
AdmixCF 40 1.00%1.155 3.54.0
AIR VOID 0
DENSITY 10022
TOTAL AGGREGATE 1800
TOTAL COARSE AGGREGATE 1080
TOTAL FINE AGGREGATE 720
% OF COARSE AGGREGATE 60.0
% OF FINE AGGREGATE 40.0
COARSE/FINE 1.50
% OF 20MM/COARSE AGG. 58
% OF 10MM/COARSE AGG. 42
% OF CRUSHED SAND/FINE 38
% OF NATURAL SANDIFINE 63
FM OF COMBINED FINE 2.20
W/C 0.450
SLUMP Not to Exceed: 19
Time 5 min 45 min 90 min
SLUMP 205mm 155mm 135mm
Compressive Strength @ 7 days (cyl) 27Mpa ij 27.5 Mpa
Compressive Strength @ 28 days (cyl) 34Mpa I / 36Mpa,:
IISO 9001 37
SCiDAMCO':r;. ~weber SAlNT-G08AINCUSTOMER: MIS Optimal Beton
DATE: 23/06/2012 40 MPa @ 28 Days
CONCRETE MIX DESIGN
MIX TYPE 425/20
MIX REFERENCE: B40
PROJECT:
INGREDIENTS WEIGHT (SSD)
KG/M3
SPECIFIC GRAVITY
T/M3
VOLUME
LT/M3
%OFTOTAL
Aggregate
CEMENT 450 3.15 143
20 MM AGGREGATE 623 2.67 2 35.0%
10 MM AGGREGATE 445 2.66 1 25.0%
CRUSHED SAND 267 2.64 101 15.0%
NATURAL SAND 445 2.52 177 25.0%
FREE WATER 169 1 169
AdmixCF88R 0.0 1.13 0.0 0.00%
Admix CF 40 11.3 1.155 9.7 2.50%
AIR VOID 0
DENSITY 2,410 1000
TOTAL AGGREGATE 1780
TOTAL COARSE AGGREGATE 1068
TOTAL FINE AGGREGATE 712
% OF COARSE AGGREGATE 60.0
% OF FINE AGGREGATE 40.0
COARSE/FINE 1.50
% OF 20MM/COARSE AGG. 58
% OF 10MM/COARSE AGG. 42
% OF CRUSHED SAND/FINE 38
% OF NATURAL SAND/FINE 63
FM OF COMBINED FINE 2.20
W/C 0.376
SLUMP Not to Exceed: 19
Time 5 min 45 min 90 min
SLUMP 210mm 175mm 150mm
Compressive Strength @ 7 days (cyl) 36Mpa 1 36.5 Mpa
Compressive Strength @ 28 days (cyl) 45 Mpa V / 46Mpa ,
IISO 9001 lebanon lIAE Syra Qa;ar KSA lordan K~wait
38
SODAMCO'* """weber ~ SAINT·GOBAINCUSTOMER: MIS Optimal Beton
DATE: 23/06/2012 45 MPa @ 28 Days
CONCRETE MIX DESIGN
MIX TYPE 450/20
MIX REFERENCE: B45
PROJECT:
INGREDIENTS WEIGHT ::SD)I KG/M3
SPECIFIC GRAVITY T/M3
VOLUME
LT/M3
% OF TOTAL
Aggregate
CEMENT 450 3.15 143
20 MM AGGREGATE 622 2.67 233 35.0%
10 MM AGGREGATE 444 2.66 167 25.0%
CRUSHED SAND 267 2.64 101 15.0%
NATURAL SAND 444 2.52 176 25.0%
FREE WATER 169 1 169
Admix CF 88R 0.0 1.13 0.0 0.00%
Admix CF 40 12.6 1.155 10.9 2.80%
AIR VOID 0
DENSITY 2,409 1000
TOTAL AGGREGATE 1777
TOTAL COARSE AGGREGATE 1066
TOTAL FINE AGGREGATE 711
% OF COARSE AGGREGATE 60.0
% OF FINE AGGREGATE 40.0
COARSE/FINE 1.50
% OF 20MM/COARSE AGG. 58
% OF 10MM/COARSE AGG. 42
% OF CRUSHED SAND/FINE 38
% OF NATURAL SAND/FINE 63
FM OF COMBINED FINE 2.20
WIC 0.376
SLUMP Not to Exceed: 19
~~p 5 min
220mm
45 min 90 min
185mm 165mm
Compressive Strength @ 7 days (cyl) 41 Mpa 42Mpa
Compressive Strength @ 28 days (cyl) 53 Mpa } 50Mpa 11 ~ ~L ~
SODAMCO SAL. ~~AiIJfi~1-9666 Beirut Lebanon
T +961 9790920/1/213 M +961 3700 892 'l+a"dWtJ~gt:s~f~flJUhiffi!lner _A~P SAL. with the capital of LBP 3.9150.ocici.MO'lUTIj pald- 'L1t 1:faatiaa~851 - f\,1~U} 7750
/ ISO 9001 :.eba'lo:1 UAF Syna. KSA Jordan Kuwait I
39
SODAMCOSAL SIEVE ANALYSIS OF FINE AGGREGATES (ASTM C 136)
Customer.: MIS Optimal Beton T e of Material: NATURAL SAND
WET
1000 931.5 890 7,4
Date of Sam lill : 23/6/2012
2.52 1.32 0.90 70
Passin 4.5
Siev ize Retaine Passing its ASTM No. Wei ht % C 33 11N 25 0 0 100
3/4 IN 19 0 0 100 1/2 IN 12.5 0 0 100 3/8 IN 9.5 31.6 3 97 100 100 #4 4.75 50.6 5 95 95 100 #8 2.36 61.6 7 93 80 100 #16 1.18 70.5 8 92 50 85 #30 0.6 97.3 10 90 25 60 #50 0.3 277.3 30 70 5 30 #100 0.15 669.3 72 28 0 10 #200 0.075 890 96 4 0 5 Pan 890 96 4
100
90
80
70
60
50
40
30
20
10
0
0.075 0.15 0.3 0.6 1.18 2.36 4.75 9.5
Tested by: Cheked by:
40
SODAMCOSAL SIEVE ANALYSIS OF FINE AGGREGATES (ASTM C 136)
Customer: MIS 0 timal Beton T e of Material: CRUSHED SAND Date of Sam lin : 23/6/2012
2.62 3.66 2.00 SO
7.4
Sieve SiveSize Retained Passing Limits ASTM No. mm % % C 33 11N 25 0 0 100
3/4 IN 19 0 0 100 1/2 IN 12.5 0 0 100 3/SIN 9.5 0 0.0 100.0 100 #4 4.75 31 3.1 97 95 #S 2.36 400 40 60 80
# 16 1.1S 620 62 38 50 0.6 801 81 19 25 0.3 889 89 11 10 0.15 900 91 9 0
0.075 920 93 7 0 Pan 920 93 7
100.0
90.0
80.0
70.0
60.0
50.0
40.0
30.0
20.0
10.0
0.0
0.Q75 0.15 0.3 1.18 2.36 4.75 9.5
,
Testsd by: CheKed by: iC~Ovv-
I
I 41
SODAMCO SAL SIEVE ANALYSIS OF COARSE AGGREGATES (ASTM C 136)
Customer: MIS 0 timal Beton T e of Material:
Sieve No. 1IN
3/4 IN 1/2 IN 3/8 IN #4 #8 #16 #30 #50 #100 #200 Pan
12.SmmA
BATCH PLANT DRY
2000
1994 1980.7
0.3
Sive Size mm 25 19
12.5 9.
4.75 2.36 1.18 0.6 0.3
0.15 0.075
Retained Retained Wei ht %
0 0.0 0 0
295 15 17.7 46
1949.4 98 1980 99
1980.7 99 1980.7 99 1980.7 99 1980.7 99 1980.7 99 1980.7 99
Pa
1 1
Date of Sam lin :
Limits ASTM GRADING No.7
100 100 90 100 40 70 o 15 o 5
23/6/2012
2.660 0.67 0.7
100
90
80
70
60
50
40
30
20
10
0
2.36 4.75 9.5 12.5 19
Testsd by: I"
Cheked by: fII)~ llvIW•i
I 42
SODAMCOSAL SIEVE ANALYSIS OF COARSE AGGREGATES (ASTM C 136)
Date of Sam lin : 23/6/2012
BATCH PLANT DRY
2000 2.67
1997.2 0.86 1990 0.4 0.1
Sieve Sive Size Retained Retained Passing Limits ASTM No. mm Wei ht % % GRADING No.6 1 IN 25 0 0.0 100.0 100 1
3/4 IN 19 40 2 98 90 100 1/2 IN 12.5 1265 37 20 55 3/8 IN 9.5 1777.1 89 11 0 15 #4 4.75 1985.6 99 1 0 5 #8 2.36 1987.4 100 0 # 16 1.18 1990 100 0 #30 0.6 1990 100 0 #50 0.3 1990 100 0 #100 0.15 1990 100 0 #200 0.075 1990 100 0 Pan 1990 100 0
100.0
90.0
80.0
70.0
60.0
50.0
40.0
30.0
20.0
0.0
4.75 9.5 12.5 19 25
Testsd by: If)
Cheked by: IL~ f
43
SODAMCOSAL COMBINED GRADING COMPUTATION (0/5MM) LIST AS'rM C33
SIEVE No.
SIZE (MM)
% PASSING
CS NS
SELECTION SIZE CS NS
38.0% 62.0% TOTAL LIMITS ASTM
FROM TO
#4 #8 #16 #30 #50
# 100 #200
4.75 2.36 1.18 0.6 0.3
0.15 0.075
97 60 38 19 11 9
7.4
95 93 92 90 70 28 4.5
37 23 14 7 4 4
2.8
59 58 57 56 44 17 2.8
95 81 72 63 48 21 5.6
95 85 50 25 10 0 0
100 100 85 60 30 10 5
GRADATION CHART
100
90
80
70
60 0 z en 50f/)
: :::ec
40
30
20
10
0
0.075 0.15 0.3 0.6 1.18 2.36
SIEVE OPENING (MM)
, /
4.75
44
SODAMCOSAL COMBINED GRADING COMPUTATION (0/20MM)
GRADING OF INDIVIDUAL SIZE SELECTION SIZE GROUP % SIEVE SIZE % PASSING 20MM 10MM CS NS TOTAL LIMITS
No. (MM) 20MM 10MM CS NS 35.0% 25.0% 15.0% 25.0% FROM TO
11N 25 100 100 100 100 35 25 15 25 100 100 100 3/4 IN 19 98 100 100 100 34 25 15 25 99 80 100 1/2 IN 12.5 37 85 100 100 13 21 15 25 74 65 85 3/8 IN 9.5 11 54 100 97 4 13 15 24 57 52 72 #4 4.75 1 2 97 95 0 1 15 24 39 38 56 #8 2.36 0 1 60 93 0 0 9 23 33 25 41 # 16 1.18 0 1 38 92 0 0 6 23 29 11 29 #30 0.6 0 1 19 90 0 0 3 22 26 8 24 # 50 0.3 0 1 11 70 0 0 2 18 19 5 19
# 100 0.15 0 1 9 28 0 0 1 7 9 2 11 #200 0.075 0 1 7 4 0 0 1 1.1 2.5 0 5
GRADATION CHART
0.075 0,15 0.3 0,6 1.18 2.36 4,75 12.5 19 25
SIEVE OPENING (MM)
100
90
80
70
60
C) z ~ 50 <Q. :::e0
40
30
20
10
0
/ !
/ I
45
SODAMCO SAL COMBINED GRADING COMPUTATION (0/25MM) LIST ASTM C33
% PASSING SELECTION SIZE GRADING 67 SIEVE SIZE 20MM 10MM TOTAL LIMITS ASTM
No. (MM) 20MM 10MM 60.0% 40.0% FROM TO
1 IN 25 100.0 100 60 40 100 100 100 3/4 IN 19 98 100 59 40 99 90 100 3/8 IN 9.5 11 54 7 22 28 20 55 #4 4.75 1 2 0 1 1 0 10 #8 2.36 0 1 0 0 1 0 5
GRADATION CHART
100
90
80
70
60 (!) z Ci) 50 ~ D.. ~ 0
40
30
20
10
0 2,36 4.75 9.5 19 25
SIEVE OPENING (MM)
46
FROM : FAX NO. :+961 4 522900 Aug. 24 2012 01:00AM Pl
Commerclel
Fax
A !'attention de
Cc
t'Holcim Holcim (Liban) SAL. B.P.11-396 Beyrouth Libal\
Tl!lephone +961 4 406 507/ 8 Fax +9614 411188
~ooJete
N° de fax De
OPT I MAL ENGINEERING & CONTRACTING
. __ ....;_04..;_-716.:....;5;..._3_2 ---- ·------.... ·--Zelna Souphane
____ ---------------~ze~in=a.~so~up~h=an~@~h~o~lclm~.~~------Date Le 24/08/2012 Total pag!_s: ____ -~--- .. 4 (celle-ci incluse) ______ _
_ R_,IIJ:...·a_t: _ _..:.·, ------ - - - - --=-A.f1alyses ciments
Messieurs,
Suite a votre demande, Veuillez trouver cl-joint !'analyse chimique et essais physiques des ciments :
- Type PA-L 42.5 Type P 42.5 RMS BTNA Type P42.5 Special
.....
Pour de plus amples informations, n'hesitez pas a nous contacter-
Mellleures salutations
Zelna Souphane
)L. S.A.L.
~~
49
FROM
...... . ... ·" ·" ....
.. ~
(
·. FAX NO. !+961 4 5229{30 Aug. 24 2012 01:01AM P3
Holc!m (Liban} S.A.I-. J r .,p ( .;) ;11) N"'J•
B. P. 11·396 Hr..}ll'niiTn
Tel.: 06 546000/100 06 !346200 /400
~ax: oa 546110 1210 I WI :'lt"t'illll
R~sultllls moyr.ns des unaly!ieS chimlques ct des cs~u;s phy-siques du chncnt P 42,5 RMS BTNA ~don Ia nonne Uhanai!i~ LIBNOR (NL 5.3:1999)
livr~ durant .Juln 2012
Anyl~'S£S chimiguc.s :· . %
Perle au feu :.- 0.88 S.l9~ ~ ... "" 20.77 .. . ......... ... .. . . . . . . ..... . AhOJ .. li.8J F~0.1 3.45
CnO 65.20 MgO u 1.21 so3 = 2.32
l<.JO 0.33 Na20 "" 0.13 Ti02 = 0.50 Mn20 3 0.05
r20s - · 0.31 CJ "'" 0.01 Total 100.00
CaO librc 1.63 Resldus insoluble 0.32 Ntt~O equ. (Nap ·r 11,658 K20 ) 0.3~
C3S du Clinker 60.28 C3A du Clinker 7.83
E~~als physiques s:t m~CQnigue." £31ninc (cm1
/g) 3848 Expan~lon (mm) I.e ChAtellvr 0.00 Debut de prise (mlnutcs)(VIc:nt) , 124 Rcsistnnc.e en compression : 2 jours 26.5 en N/mm2 7 jours 46.7-
28 jN&rs 61.4 Chtlle:ur d'hydr.ttntion a 41 h (cal/g) 79.0
· ..
Specificntlons P 4l.S RMS-Bl'Nn s~lorl_11BNOR {NL S3:199!>}
3.00 maximum 20.00 .minimum
· · · ·r,.oo ... maxiinum · · · · · · .. · · .. 6.00 maximum
4.00 maxinunn 3.50 maximum
0.10 maximum
1.00 maximum 0.60 maximum
8.00 maximum
2800 10 60
12.5
minimum maximum minimum minimum
42,5 Min. • 62,5 Max.
Tous le~ r~sultats ci -dessus sonl conformes aux spe\litications de Ia Normc Libanaise LIONOR (NL 53: I 9~9) pour llll cim~::11t d~ type Jl42,5 RMS BTNa
50
FROM
' ( •.
(
FAX NO. :+961 4 522900 Aug. 24 2012 01:02A11 P4
t'Holdm HoJCJm (Liban) S.AL . .J.,.J. { ~ ) ~.t' B. P. 11-396 Boyroultl
R~sultttls mo)lr.nN des onalys~ chhnltrucs ct des essais phy$iqucs du elmont P 42,5 Sp~ch\1 setnn lu rtOI'me llbanaise LlBNOR (Nl, 53!1999)
Annlyses chimigucs :._ %
Pe.rtc nu feu .,. Sl.Oz · .. . ..
AL10~ .. re,o~
CaO ~
MgO so3
.. K20 ... Nn~O .... ,.i02 -'·'
Mn20~
P20$ -· Cl Total CaO lihre Resldus insoluble
Nn~O ~u. ( Na~O + 0,6SH K~O ) C3S du Cllnk~r
C~A du Clinker
l<:ssni!l physiques ct mccanlque!>
Blaine (cm2ig) Expansion (tnm) l..c Chntelier DebLlt de pri!\e (minutes)(Vical) Rtsistnnce •:n c(tmpt·ession : 2 jofiF:;
Jivr~ durnnt Juin 2012
0.94 20.66
4.79 3.42
65.01 1.22 2.59 0.)3
0.13 0.50 0.05
0.32 0.01
100.00 1.63 0.20 0.34
60.28 7.83
3894 0.00 130 26.4
..
· Spcclflcntions P 42.5 seton LIUNOn CNL 53:J999)
5.00 maximum
4.00 maximum 3.50 maximum
0. I 0 mnximum
4.00 ma.ximum 1.00 ma.x hnum
2800 minimum 10 ma.xirnum 60 minimum t:u minimum
1 en N/mm 7 jourl> 45.2 28 jours 61. t 42,5 Min. - 62,5 Mux.
Chaleur d'hydrnt;1tion a 41 h (cal/g) 79.0 .
Tel.: oa 546000/100 06 546200 I 400
Ft\X: 06 546110/210 04 522900
Tous lcs resu"a[s c:i ~dessus sout con forme~ oux ~p~cittca[ions uc Ia Nurme I.ihnnaise LIBNOR (N L 53: 1 ~99) )101.11' un ~imen\ de type P 4~,5. Ce olmcnt rcpond nux cxit~ences de In norn'e A~TM Cl50 pour le type "high 5Ultiuc resistance HS1'
Te:~t sulv~nl ASTM C4S2.
01/0Sil.AB/AP?
51
FROM
( '
( ..
FAX NO. :+961 4 522900 Aug. 24 2012 01:01AM P2
~l-lokim Hotclm (Liban) S.A.L. .J.I""~ ( ,j.¥) ~,.. B. P. 11·396 Beyrouth
Tot.: 06 546000/100 06 546200 I 400
Fax: 00 546110/210 04 522900
R~sultl'tts moyens des nnatys~s chhnlques et des cssals physiques dll cjment PA~L 42,5 sefuo lu nonnc Libanalse LIBNOR (NL 53: 1999)
·. livre durant Juln 2012
Anal):scs chhnlguQs : %
Perle au Ccu = 6.10 Si02 18.66 AL203 "" 4.32 Fe203 2.98 CaO = 63.45 MgO 1.14 S03 = 2. 17 K20 = 0.30 Na20 0.1 1 Ti02 0.43 Mn203 .... 0.04 P205 0.29 Cl 0.01 To \.Ill 100.00
Na2<) cqu, (Na20·l0,6S8K20) 0.31
F.~suis physiques Blaine (cm2/g) 3792 Expansion (mm} I.e Cha1eller 0.0 DC;~but prise {mh\utes)(VicaL) 186 Resistance de com11ression : 2 ,lours . 19.4
c:n N/mm2 7 Jours 37.9 2& jours 52.7
Chaleur d'hydratati<1n a 41Jl (cal/g) 67.0
Sp~c!flcRtlons PA-L 42,5 ... ~cion (N L ~~: 1999)
3.SO Maximum
0.10 Maximum
3000 10 15
12.5
Miuimum Mmdmum Minimum Minimum
42.5 Min. - 62.5 Max.
To us l~ l'esultats ci·dcssus sont con formes aux specitications de Ia nom1e Libnnaise LIBNOR (N1.53:1999) pour lc cim~nt PA-L 42,.S
52
PRODUCTAdmix CF 40 is a superplasticizer that can enhance workability of concrete as well as compressive strength by reducing the water demand in the mixture.
PROPERTIESAdmix CF 40 is a synthetic polymer from the family of poly-naphthalene specifically designed for use with hydraulic binders. As a result of its particular chemical structure, flowing concrete is obtained without addition of water.Important water reductions are obtained while concrete keeps the same workability, resulting in reduced permeability and accelerated early strength development.
SCOPE OF USEAdmix CF 40 can be used for all types of cement, in the following areas:• High performance and ultra high performance concrete• Prestressed concrete• High reinforced concrete works• Paving and industrial floor• Ready-mix concrete
HEALTH & SAFETYIn case of frost, the product recovers its properties after progressive thawing and homogenizing by agitation. In case of contact with skin or eyes, rinse thoroughly with water. If irritation persists, seek medical attention. If swallowed, do not induce vomiting and seek medical attention.
QUALITY STATEMENTAll our products are manufactured to comply with our internal QA/QC program and quality management system to ensure consistency and quality.
APPLICABLE STANDARDApplicable standard: ASTM 494 C Type F.
DOSAGE RATESRange of dosing rates:from 0.5 to 4 kg / 100 kg cement
PACKAGINGAdmix CF 40 is supplied in:Bulk200 and 25 lit. drums
Appearance Specific gravity
Brownish liquid1.155 ± 0.01
INSTRUCTIONS FOR USEAdmix CF 40 is a totally miscible in waterAdmix CF 40 can be added to the mixing water.It can also be added into the truck mixers, in which case additional mixing at high speed for at least 2 minutes is required.
DISCLAIMERWhile the company guarantees its products against defective materials, the use and application of these products are made without guarantee since the conditions of their application are beyond its control. It is recommended to verify with the company that the product is suitable for the intended use, and that this Data Sheet version is the latest one. The company may modify it without prior notice. Technical characteristics are listed for guidance only. For more information, please contact the company’s office in your location.
NOTEThe information included on this Technical Data Sheet is the sole property of SODAMCO Holding. The unauthorized disclosure, use, dissemination or copying (either whole or partial) of this data sheet or any information it contains, is prohibited and subject to legal pursuit.
Edition: 08/10-A**Available only in MENA
SUPERPLASTICIZER FOR EARLY STRENGTHAdmix CF 40
1/1
T +961 1 510863/4 M +961 3 380748 F +961 1 510862 [email protected] www.sodamco.com
CHARACTERISTICS
STORAGEAdmix CF 40 can be stored up to 1 year from manufacturing date under cover, out of direct sunlight and protected from extreme temperatures.
Lebanon . UAE . Syria . Qatar . KSA . Jordan . Kuwait . Oman53
PRODUCTAdmix CF 88 R is designed as a multi-purpose superplasticizer. It can be used for moderate to low w/c concrete.This special formulation enables Admix CF 88 R to retain concrete workability for a longer time. It can maintain good mix appearance without segregation or bleeding. At intentionally higher dosages, Admix CF 88 R has the effect of a setting retarder.
PROPERTIES• High workability produced is recommended for congested reinforced structures• Extended setting times allow effective hot • weather concreting• Allows quicker consolidation• Improves surface appearance• No segregation at higher dosages• Improves pumpability• Can be used to gain economy due to possible cement reduction
SCOPE OF USEAdmix CF 88 R is used to ensure that plastic concrete remains workable for more than 1 hour at high temperature. Ideal for construction of dams, locks, road works, architectonic concrete, light or heavy prefabrication, ready-mix concrete, and pumped concrete.
EFFECTS OF OVER DOSINGA severe over dose of Admix CF 88 R will result in the following:• Delay in setting• Slight increase in air content• Higher workability• Higher ultimate strength
In case of over dosage, precautions should be taken not to disturb the surface area. With proper curing, the ultimate strength of the structure should not be adversely affected.
COMPATIBILITYAdmix CF 88 R can be used in all types of portland cement and sulfate resisting cement. For use with other cements contact the company’s technical service department. Admix CF 88 R should be dispensed directly into the mixer and should not be pre-mixed with other admixtures. If other admixtures are to be used in concrete containing Admix CF 88 R, they must be dispensed separately. Consult the company Technical Dept. for advice.
SPECIFICATION CLAUSEAdmix CF 88 R, a retarding, plasticizing concrete admixture is manufactured to the following specification:Admix CF 88 R can be used in all concrete as mentioned at dosage between 300 ml to 1300ml per 100kg of cement in accordance with the manufacture’s instructions.
APPLICABLE STANDARDSAdmix CF 88 R complies with:ASTM C 494 – Type D & G.BS 5075 Part 1, BS EN 934, Part 2.
DOSAGETrials should be conducted to determine the optimum dosage of Admix CF 88 R for a particular mixture. A dosage of 300 to 1300 ml per 100 kg of cement is recommended.
The required dosage for a specific job with controlled delay in setting and workability should be determined by in situ trials.
Appearance Color Specific gravity at 20°C Chloride contentAir entrainment
LiquidBrown1.125 ± 0.015 Zero to BS 5057Up to 1% depending on the dosage and mixture proportioning
INSTRUCTIONS FOR USEAdmix CF 88 R is totally miscible in water. It is to be added to the concrete during the mixing cycle at the
same time as the mixing water. No extension to normal mixing time is necessary.
HIGH-RANGE WATER REDUCING/ RETARDING / SUPERPLASTICIZING ADMIXTURE
Admix CF 88 R
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CHARACTERISTICS
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Specific Gravity at 20°C: 1.125 ± 0.015Complying to ASTM C 494 Types D & G.Composition: High molecular weight refined naphthalene derivatives and other refined chemicals.
DISPENSINGIt is preferable that liquid admixtures for concrete should be introduced into a mixer by means of automatic dispensing equipment. Such equipment can be supplied by the company.
PACKAGINGAdmix CF 88 R is supplied in:Bulk, barrels.Storage tanks can be provided for bulk use.
QUALITY STATEMENTAll our products are manufactured to comply with our internal QA/QC program and quality management system to ensure consistency and quality.
HEALTH & SAFETYIn case of frost, the product recovers its properties after progressive thawing and homogenizing by agitation. In case of contact with skin or eyes, rinse thoroughly with water. If irritation persists, seek medical attention. If swallowed, do not induce vomiting and seek medical attention.
DISCLAIMERWhile the company guarantees its products against defective materials, the use and application of these products are made without guarantee since the conditions of their application are beyond its control. It is recommended to verify with the company that the product is suitable for the intended use, and that this Data Sheet version is the latest one. The company may modify it without prior notice. Technical characteristics are listed for guidance only. For more information, please contact the company’s office in your location.
NOTEThe information included on this Technical Data Sheet is the sole property of SODAMCO Holding. The unauthorized disclosure, use,
Admix CF 88 R
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T +961 1 510863/4 M +961 3 380748 F +961 1 510862 [email protected] www.sodamco.com
STORAGEAdmix CF 88 R can be stored up to 1 year from manufacturing date under cover, out of direct sunlight and protected from extreme temperatures.
dissemination or copying (either whole or partial) of this data sheet or any information it contains, is prohibited and subject to legal pursuit.
Edition: 08/10-A
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