Experience

Baynunah Laboratories

• Qatar
• Civil Engineering
• 1 - 100 Employee

• Geologist

  • Dec 2015 - Present

  unconfirmed compressive strength of rock core specimen, unconfined compressive strength of cohesive soil, Elastic Modules, point load, sieves analysis,CBR,Proctor,Pl,Hydrometer, cubes,Durability tests, FDT,soil resistivity,plate load test unconfirmed compressive strength of rock core specimen, unconfined compressive strength of cohesive soil, Elastic Modules, point load, sieves analysis,CBR,Proctor,Pl,Hydrometer, cubes,Durability tests, FDT,soil resistivity,plate load test



National Engineering Services Pakistan (Pvt) Limited (NESPAK)

• Pakistan
• Construction
• 700 & Above Employee

• Material Inspector

  • Sep 2012 - Jul 2015

  Following test are carried out and supervises in laboratory as well as in site are follow. Sieve Analysis , Maximum Dry Density & Optimum Moisture Content , Liquid Limits and Plastic limit & Plasticity Index, Sand Equivalent Test, FDT /In situ density Marshal stability and flow, Bitumen content, Ductility, Softening point, Flash & Fire point penetration and bituminous surface treatment. Mix design of asphalt as per marshal method. Following test are carried out and supervises in laboratory as well as in site are follow. Sieve Analysis , Maximum Dry Density & Optimum Moisture Content , Liquid Limits and Plastic limit & Plasticity Index, Sand Equivalent Test, FDT /In situ density Marshal stability and flow, Bitumen content, Ductility, Softening point, Flash & Fire point penetration and bituminous surface treatment. Mix design of asphalt as per marshal method.



Oil & Gas Development Company Ltd. Pakistan

• Oil and Gas
• 700 & Above Employee

• MUd LOgger Geologist

  • Jan 2015 - Feb 2015