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AHMED MUBARAK MOHAMED ALI
Birth of date 23/2/1981 Nationality: Sudanese
Mobile: +971-504380507
Ahmed_mubarakah@yahoo.com
Engineer
Summary
 Solid background in soil, Asphalt and Concrete.
 A proven track records in Industry field.
 Excellent experience in Asphalt, concrete and Soil investigation.
 Good communication skills and multi-cultural work environment.
 Focus to utilize and improve my experience with a challenge technical roll in a dynamic
company.
Experience
Material Inspector Dorsch Holding GmbH 22/4/15 present
Material Inspector Al Torath Engineering Consultant 3/14 to 2/15
Material Inspector Canadian Geo Parkland 7/12- 7/13
Training in core analysis (Petroleum) lab UAE University 1/11 - 4/11
Research Assistant UAE University 5/ 11 - 5/12
Material Inspector Madani, Sudan 2004 – 2007
My Responsibilityincludefallowing
 Inspection of the work to be constructed in accordance with the requirement of the plan
and specification.
 Follow up of site activities from site acceptance up to handover the project.
 Ensure performance of the work instructed in accordance with laboratory work starting
from collection, testing inside laboratory as per specification requirement.
 Responsibility for making all test result paper work.
 Supervision of staff assistants performing sampling and testing of materials.
 Following up all activities in various ensuring that works are done properly.
Dorsch Gruppe
Project
Improvement of Mafraq to Al Ghwaifat BorderPostHighway
SectionNo. 3B: Al Mirfa to Abu Al Abyad
 Evaluated soil appropriateness for constructions activities in AL Mirfa, Abu Al Abyad
and Tariff districts.
 Upgraded two lines of the existing pavement surface to provide 30 year design life.
 Constructed two new lines to be four lines in both side.
 Construction of three Dumbbell Interchanges ((bridges)).
 Relocated / Protected of existing services.
 Extension of existing contingency ducts and construction of new contingency ducts
 Constructed of Road Furniture.
The project is to improvement of Al Mirfa to Abu Al Abyad road total length
100km to be four lines and shoulders both sides each line 3.75m and shoulder
3m.in addition of extension of existing ducts and constructed of future ducts and
culvert crossing the road. On the other side there were three bridges in three
locations Al Mirfa, Al Mughairah andTariff.
The construction of road as follow
Formation, Embankments, Subgrade 2 layers, Geo textile with protection sand,
Improve rock sub grade 1st layer 7”, Improve rock sub grade2nd layer 5”, Sub
grade3rd layer 3/16, Sub base, Aggregatebase course, Prime coat, Base course 1st
, tack coat, Base course 2nd layer , tack coat, Bindercourse , tack coat, and
wearing course .
 Performed physical and mechanical Soil testing such as Sieve analysis, Liquid & Plastic
Limit, Plasticity Index, Density Relationship, Sand equivalent, Specific Gravity, CBR,
SPT, and Field Density.
 Performed Aggregate test such as Loss Anglos abrasion, Soundness (Sodium,
Magnesium), Specific gravity, Chloride and sulfate content, Flakiness and Elongation
Index, crushing value test.
 Batching & Mixing Concrete mixture and measuring its workability.
 Conducted Concrete test such as Slump, Compacting Factor test, Compressive strength,
durability and shrinkage test.
 Prepared Asphalt design and determined the Marshal Data.
 Performed Asphalt test such as Extraction, Stability, Flow, Penetration, Ductility,
Softening point, Viscosity, Maximum theoretical density (Gmm), and refuse test.
Al Torath EngineeringConsultant
Project
Consultancyservices for the study, evaluation, design and supervision of
construction for emergency roads maintenance& reinstatement work for Abu
DhabiISLAND and mainland
 Conducted several researches in Land Reclamation field.
 Performed physical and mechanical Soil testing such as SPT test, Sieve analysis, Liquid
& Plastic Limit, Plasticity Index, Density Relationship, Sand equivalent, Specific
Gravity, CBR, and Field Density.
 Performed Aggregate test such as Loss Anglos abrasion, Soundness (Sodium,
Magnesium), Specific gravity, Chloride and sulfate content, Flakiness and Elongation
Index, crushing value test.
 Batching & Mixing Concrete mixture and measuring its workability.
 Conducted Concrete test such as Slump, Compacting Factor test, Compressive strength,
durability and shrinkage test.
 Prepared Asphalt design and determined the Marshal Data.
 Performed Asphalt test such as Extraction, Stability, Flow, Penetration, Ductility,
Softening point, Viscosity, Maximum theoretical density (Gmm), and refuse test.
Canadian GeoParkland
Project
IRAQ crude oil export pipeline
 IRAQ crude oil export pipeline (IOEP) route starts from junction point pigging Station
and ends at Fao Terminal Station. The total length of the pipeline route is approximately
272 km.
 Investigation purpose of Canal Crossing Site is to investigate proposed site, assess the
geological engineering condition of proposed site and provide geological engineering
data and basis to basic design.
 Collect the data of investigation area.
 Investigate the landform, geological structure, to find distribution, feature and physical,
mechanical properties of Rock & Soil.
 To assess the corrosiveness of soil and water at crossing site to provide geotechnical
engineering constructive measures and recommendation.
UAE University
 Conducted special core analysis petro physicist and calculated the original oil in places.
 Provided prediction of primary production and evaluation the Enhanced Oil Recovery.
 Determined most of all petroleum reservoir rock properties such as Porosity,
Permeability, Grain Density, Electrical properties, Resistivity Index, Formation Factor,
Saturation Exponent, Fluid Saturation in reservoir(Swi,Swo),Capillary
Pressure, Wet ability and can convert Lab data into Reservoir conditions; using
interfacial tension forces and fluid contact angle data method.
 Provide guidance and assistance in both theory and hands-on laboratory techniques.
Education
 Bachelor degree in soil & water science
Cordofan University in Sudan 1999-2004
Skills
 Software packages: MS Word, Excel and Power points.
 As a help desk operator provide technical support to the staff.
Reference
 Mahmoud Hashem (0552499571) Hammed Saleh (0552260308)

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AHMED MUBARAK MOHAMED ALI Engineering CV

  • 1. AHMED MUBARAK MOHAMED ALI Birth of date 23/2/1981 Nationality: Sudanese Mobile: +971-504380507 Ahmed_mubarakah@yahoo.com Engineer Summary  Solid background in soil, Asphalt and Concrete.  A proven track records in Industry field.  Excellent experience in Asphalt, concrete and Soil investigation.  Good communication skills and multi-cultural work environment.  Focus to utilize and improve my experience with a challenge technical roll in a dynamic company. Experience Material Inspector Dorsch Holding GmbH 22/4/15 present Material Inspector Al Torath Engineering Consultant 3/14 to 2/15 Material Inspector Canadian Geo Parkland 7/12- 7/13 Training in core analysis (Petroleum) lab UAE University 1/11 - 4/11 Research Assistant UAE University 5/ 11 - 5/12 Material Inspector Madani, Sudan 2004 – 2007 My Responsibilityincludefallowing  Inspection of the work to be constructed in accordance with the requirement of the plan and specification.  Follow up of site activities from site acceptance up to handover the project.
  • 2.  Ensure performance of the work instructed in accordance with laboratory work starting from collection, testing inside laboratory as per specification requirement.  Responsibility for making all test result paper work.  Supervision of staff assistants performing sampling and testing of materials.  Following up all activities in various ensuring that works are done properly. Dorsch Gruppe Project Improvement of Mafraq to Al Ghwaifat BorderPostHighway SectionNo. 3B: Al Mirfa to Abu Al Abyad  Evaluated soil appropriateness for constructions activities in AL Mirfa, Abu Al Abyad and Tariff districts.  Upgraded two lines of the existing pavement surface to provide 30 year design life.  Constructed two new lines to be four lines in both side.  Construction of three Dumbbell Interchanges ((bridges)).  Relocated / Protected of existing services.  Extension of existing contingency ducts and construction of new contingency ducts  Constructed of Road Furniture. The project is to improvement of Al Mirfa to Abu Al Abyad road total length 100km to be four lines and shoulders both sides each line 3.75m and shoulder 3m.in addition of extension of existing ducts and constructed of future ducts and culvert crossing the road. On the other side there were three bridges in three locations Al Mirfa, Al Mughairah andTariff. The construction of road as follow Formation, Embankments, Subgrade 2 layers, Geo textile with protection sand, Improve rock sub grade 1st layer 7”, Improve rock sub grade2nd layer 5”, Sub grade3rd layer 3/16, Sub base, Aggregatebase course, Prime coat, Base course 1st , tack coat, Base course 2nd layer , tack coat, Bindercourse , tack coat, and wearing course .  Performed physical and mechanical Soil testing such as Sieve analysis, Liquid & Plastic Limit, Plasticity Index, Density Relationship, Sand equivalent, Specific Gravity, CBR, SPT, and Field Density.
  • 3.  Performed Aggregate test such as Loss Anglos abrasion, Soundness (Sodium, Magnesium), Specific gravity, Chloride and sulfate content, Flakiness and Elongation Index, crushing value test.  Batching & Mixing Concrete mixture and measuring its workability.  Conducted Concrete test such as Slump, Compacting Factor test, Compressive strength, durability and shrinkage test.  Prepared Asphalt design and determined the Marshal Data.  Performed Asphalt test such as Extraction, Stability, Flow, Penetration, Ductility, Softening point, Viscosity, Maximum theoretical density (Gmm), and refuse test. Al Torath EngineeringConsultant Project Consultancyservices for the study, evaluation, design and supervision of construction for emergency roads maintenance& reinstatement work for Abu DhabiISLAND and mainland  Conducted several researches in Land Reclamation field.  Performed physical and mechanical Soil testing such as SPT test, Sieve analysis, Liquid & Plastic Limit, Plasticity Index, Density Relationship, Sand equivalent, Specific Gravity, CBR, and Field Density.  Performed Aggregate test such as Loss Anglos abrasion, Soundness (Sodium, Magnesium), Specific gravity, Chloride and sulfate content, Flakiness and Elongation Index, crushing value test.  Batching & Mixing Concrete mixture and measuring its workability.  Conducted Concrete test such as Slump, Compacting Factor test, Compressive strength, durability and shrinkage test.  Prepared Asphalt design and determined the Marshal Data.  Performed Asphalt test such as Extraction, Stability, Flow, Penetration, Ductility, Softening point, Viscosity, Maximum theoretical density (Gmm), and refuse test. Canadian GeoParkland Project IRAQ crude oil export pipeline
  • 4.  IRAQ crude oil export pipeline (IOEP) route starts from junction point pigging Station and ends at Fao Terminal Station. The total length of the pipeline route is approximately 272 km.  Investigation purpose of Canal Crossing Site is to investigate proposed site, assess the geological engineering condition of proposed site and provide geological engineering data and basis to basic design.  Collect the data of investigation area.  Investigate the landform, geological structure, to find distribution, feature and physical, mechanical properties of Rock & Soil.  To assess the corrosiveness of soil and water at crossing site to provide geotechnical engineering constructive measures and recommendation. UAE University  Conducted special core analysis petro physicist and calculated the original oil in places.  Provided prediction of primary production and evaluation the Enhanced Oil Recovery.  Determined most of all petroleum reservoir rock properties such as Porosity, Permeability, Grain Density, Electrical properties, Resistivity Index, Formation Factor, Saturation Exponent, Fluid Saturation in reservoir(Swi,Swo),Capillary Pressure, Wet ability and can convert Lab data into Reservoir conditions; using interfacial tension forces and fluid contact angle data method.  Provide guidance and assistance in both theory and hands-on laboratory techniques. Education  Bachelor degree in soil & water science Cordofan University in Sudan 1999-2004 Skills  Software packages: MS Word, Excel and Power points.  As a help desk operator provide technical support to the staff. Reference  Mahmoud Hashem (0552499571) Hammed Saleh (0552260308)