WEYN SAGUANO TANDOG

Current Company Address:

Head Office: P.O. Box 122297 Riyadh – 11721,

Kingdom of Saudi Arabia

Branch: Hofuf City, Al Ahsa, Kingdom of Saudi Arabia Home Address:

*** ***** **., Balut, Tondo, Manila, Philippines

E-mail: adl2yc@r.postjobfree.com

Cellular: 059******* (STC) / 057******* (Friendi)

KEY EXPERIENCE

Testing of materials such as soils, aggregates, concrete, asphalt and cement, admixture and water analysis. TRAINING

American Concrete Institute (ACI) Aggregate-Based Testing Technician Certified – Qatar Chapter (June 26, 2014) Physical Laboratory on the job training – Gulf Laboratories Co. WLL Physical and chemical tests of resins – Pacific Resins Inc. AWARD INNOVATION AWARDS 2009

Category: Equipment and Tools

Gulf Laboratories Co. WLL

Doha, State of Qatar

EDUCATION

BACHELOR OF SCIENCE IN CHEMICAL ENGINEERING

Technological Institute of the Philippines April 2002 363 P. Casal St., Quiapo, Manila, Philippine

JOB EXPERIENCE

April 2019 LABORATORY TECHNICIAN

up to April 2021 MOBARAK MERAI AL-SALOMI COMPANY LTD. Head Office: P.O. Box 122297 Riyadh – 11721, Kingdom of Saudi Arabia Project Assignment - The Remaining Works Of The Dharan-Ogeer-Salwa Roads (Phase III) Hofuf City, Kingdom of Saudi Arabia

Job Description:

Responsible in the sampling, testing, inspection and ensure the quality of all materials like soils, aggregates, asphalt and concrete used in the Construction projects in compliance to MRDTM and MOT specifications. Prepare daily/monthly reports in submission to Ministry of Transport (MOT). Prepared and conducted Design Mix of Concrete and Asphalt for roads & bridges. Kept all records of laboratory testing for necessary documentations. June 2013 MATERIAL INSPECTOR

up to July 2018 NAHDAT AL EMAAR CONTRACTING CO. LTD

(AL BAYAN HOLDING GROUP OF COMPANIES)

Post Box # 42589, Riyadh - 11551, Kingdom of Saudi Arabia Assignment - Taif University Hospital Building, Taif, Kingdom of Saudi Arabia Al Baha University Hospital Building, Al Baha, Kingdom of Saudi Arabia Job Accomplishment:

Ensured that all tests are conducted in accordance with specified requirements and that all necessary documentation is completed satisfactorily. Liaise with Sub-contractor / Contractor QC personnel to ensure the specified test requirements are met. Ensure that all contractual tests were carried out as per the project specification and report the outcome of these tests. Coordinate and supervise the Field Technicians and other laboratory staff to conduct the tests as per the project specifications and to ensure the correct usage of the equipment and review their performance. Responsible for the coordination of all other sub-contractors for routine approval testing and sample collection of all project materials and reporting the same to the Construction Sub- contractor/Contractor. Responsible for any tests to be conducted outside the Site Laboratory and coordinate the testing program Tandog, Weyn S.

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and all related processes. Impart training to the staff to have the required skill for conducting the tests in house and in field. Maintain all calibration records for the equipment in the laboratory throughout the life of the project and handover these records upon completion. Attend the Quality Meetings with the contractor, subcontractors/ suppliers and make suggestions and feedbacks as necessary on a regular basis.

December 2010 LABORATORY-IN-CHARGE / LABORATORY TECHNICIAN to March 2013 HAIF TRADING AND CONTRACTING EST.

P.O. Box 5323, Al Olaya St., Riyadh, Kingdom of Saudi Arabia 11422 Assignment - RD 002 – Thumamah Road Project

Toqui to Riyadh Qassim Expressway Link

Duration: June 2012 – March 2013; January 2011 – May 2011 RD 004 – Amanah Project (Amanah, Narges, Qayrawan, and Basateen Link) Road Asphalting in North Riyadh, Municipality of Riyadh Duration: May 2011 – June 2012

Job Accomplishment:

Responsible in the sampling, testing, inspection and ensure the quality of all materials like soils, aggregates, asphalt and concrete used in the Construction projects in compliance to MRDTM and MOT specifications. Prepare monthly reports in submission to MOT, the prepared test results and the certificate of the product compliance as required and illustrated in the manual obtained from the site laboratory or a laboratory approve by MOT. Prepared and conducted Design Mix of Concrete and Asphalt for roads & bridges. Kept records of all laboratory testing for necessary documentation. September 2008 LABORATORY TECHNICIAN

to October 2010 GULF LABORATORIES CO, WLL.

P.O. Box 4024, Doha, State of Qatar

Job Accomplishment:

Performed various testing methods of the following physical analysis of soil, aggregates, cement, flyash, microsilica, asphalt and durability of concrete in accordance with ASTM and British Standards. In line with the mentioned accomplishments are the following analyses conducted:

Soil Analysis:

1Sieve analysis of soil. 2Liquid limit, Plastic limit and Plasticity Index. 3California Bearing Ratio. 4Dry Density/Moisture Content Relationship for coarse and medium gravel soil. 5Sedimentation by hydrometer. 6In-situ density – Sand replacement method. 7Moisture content of soil. 8Determination of particle density of soil. 9Sieve analysis of subbase Fine and Coarse Aggregates:

1Sieve analysis of fine and coarse aggregates. 2Material passing 75 micron 3Specific gravity and water absorption of fine and coarse aggregates. 4Los Angeles Abrasion value. 5Soundness of fine and coarse aggregates. 6Ten percent fines value. 7Aggregate crushing value. 8Bulk density. 9Shell content in coarse aggregate. 10Clay lumps and friable particles. 11Flakiness and Elongation index. 12Aggregate impact value. 13Moisture content of aggregate. 14Drying shrinkage of aggregates.

Cement, Flyash and Microsilica:

1Density determination of cement and flyash. 2Fineness of cement. 3Setting time of cement and flyash. 4Soundness of cement and flyash. 5Compressive strength of cement and flyash. 6Particle densities of silica fumes. Durability of Concrete:

1Water absorption of concrete. 2Chloride diffusion coefficient in hardened concrete. 3Density absorption and voids in hardened concrete. 4Water permeability in hardened concrete. 5Rapid determination of chloride ion permeability. 6Initial surface absorption of concrete. 7Water absorption on concrete paving blocks. Asphalt: 1Density and compaction of drilled bitmac core June 2004 to LABORATORY TECHNICIAN

August 2008 Pozzolanic Philippines, Inc.

Unit 810 Pioneer Highlands, Pioneer cor. Madison Sts., Mandaluyong City, Philippines

Company Assignment:

AES Masinloc Power Plant formerly National Power Corporation Masinloc Power Partners Co., Limited

Bani, Masinloc, Zambales, Philippines

TeaM ENERGY formerly Mirant Sual Corporation

(Sual Power Station, Sual, Pangasinan, Philippines) Tandog, Weyn S.

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Job Description

Prepared reports in accordance with the requirements of ISO 9001:2000 such as daily production report, process monitoring report, test result of flyash at E.P. hoppers, daily test results per truck, monthly flyash report. Established and maintained a procedure in order to ensure a system of control in the incoming, in-process and final inspection of Fly Ash. Inspection activities include; sampling, visual inspection and analysis is carried-out in accordance with the chemical analysis such as Moisture Content

(MC), Loss on Ignition (LOI) and Fineness determination and bulk density of Fly Ash. Tested flyash samples taken from EP silos, Hoppers and samples from truck delivery to customers. Reporting directly to Production Manager concerning the level status of silo and the daily quality of fly ash. Weighing of truck/bulk before and after loading of fly ash. Performed flyash testing, sieving of aggregate and setting time determination of cement and flyash. Conducted trial mix concrete with the clients. In-charge for the truck fuel monitoring and truck time motion evaluation. Performed other works and duties Management, at Company’s discretion. October 2003 to QUALITY ASSURANCE INSPECTOR

January 2004 H&E Manufacturing Corporation

6032 Cul de Sac St., Edison Ave., Km 14 South Superhighway West Service Road, Paranaque City, Philippines

Job Description

Reports to the Quality Assurance Head. Ensures that all in-process products are within the standard specifications through testing, monitoring, and corrective actions. Monitors/audits all machines parameters. Audits SOP and housekeeping in the production line. September 2002 to PRODUCTION CHEMIST

October 2003 Clover Manufacturing Corporation

28 Quirino Highway, Balintawak, Quezon City, Philippines Tel. No.: (02) 3646581 to 85

Duties and Responsibilitie

Check the accuracy of preparation of dye feeds and chemical feeds for processing textiles jeans fabric, the sequences and the time of addition specially sodium hydrosulfite. Record the number of times each solution was prepared and the left over. Observe the circulation of dye bath thoroughly prior to sampling. Check concentration of dye bath of individual trough or box. Check concentrations of mix bath containing sample from each box. Compute and adjust the rate of flow of dye feed, chemical feed or bath. Test the per-treatment bath prior to operation. Bath is either for simple treatment or caustization depending on the style to be processed. Test dyestuff caustic soda and sodium hydrosulfite concentrations throughout the operation. Check temperature, viscosity and solid content of size. December 2001 to On-The-Job Trainee

March 2002 Pacific Resins Inc.

Valley Golf Road, Victoria Valley, Cainta, Rizal, Philippines 1900 The training involved testing of physical properties like viscosity, % non-volatile, color, clarity, specific gravity and had also the opportunity to observe processing of various resins. COMPUTER SKILLS

MS Windows and MS Office applications (Word, Powerpoint, Excel) and internet applications. PERSONAL BACKGROUND

Male. Born on March 9, 1977 in Nabas, Aklan, Philippines. Fluent in both oral and written English and Filipino. Married, in good health. 5’5’’ in height and weighing 150 lbs. Competent, flexible, hardworking, self-motivated and goal oriented. I hereby declare that the information stated above is true to the best of my knowledge and belief. WEYN S. TANDOG

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