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AESCO
<br />AESCO Proposal No. P6513
<br />Statement of Qualifications
<br />Omar Chamaa
<br />r-------------,
<br />Inspector and Field Engineer, E.I.T.
<br />i Education: i
<br />,
<br />Mr. Omar Chamaa has over 15 years of experience in the field and in laboratory testing
<br />I California State
<br />and inspection of construction materials such as concrete, steel, anchors, soils and
<br />University, Long
<br />grading. Mr. Chamaa has performed construction materials testing and inspections for
<br />Beach. B.S. Civil
<br />i ,
<br />multiple Caltrans and OCTA projects, which included bridges, roadways, utilities,
<br />Engineering, 2009. ,
<br />foundations, pipeline installations, lift stations and retaining wall construction. Mr.'
<br />'
<br />� Professional i
<br />Chamaa was responsible for construction material approval, such as: select fill,
<br />Certifications:
<br />foundation excavation, slope cut, steel installation, and concrete mix design for various
<br />EIT '
<br />projects. He attended construction meetings to discuss material approvals, deficiencies,
<br />, ICC Certified
<br />modifications, as well as providing final observation reports to the client.
<br />; Concrete Inspector
<br />' CalTrans '
<br />Specific Project Experience
<br />Certificate of
<br />Widening of the I-405 Freeway, Euclid St. to I-605-Orange County, CA
<br />'
<br />Proficiency, �
<br />Project Manager: Mr. Chamaa is the Project Manager for the Quality Verification
<br />; Flexural Strength
<br />materials testing and inspection during widening of the 1-405 Freeway between Euclid
<br />of PCC, Grading, ,
<br />Street and the 1-605 Freeway, a total of 16 miles, for OCTA and Caltrans. The widening
<br />Compressive '
<br />project includes construction of new lanes on the southbound and northbound sides,
<br />, Strength, Concrete
<br />retaining walls, bridges, etc. The testing and inspection services include a review of
<br />i Curing, Making ,
<br />Beams, Rapid Set
<br />concrete mix designs, concrete testing and inspection, concrete batch plant inspection,
<br />Concrete, etc.
<br />pile inspection and logging, rebar inspection, aggregate testing, welding inspection,
<br />; City of Newport
<br />subgrade testing and inspection, base material evaluation and testing, compaction testing
<br />Beach Registered
<br />and inspection, and asphaltic concrete testing. Mr. Chamaa also prepared the Quality
<br />Deputy Building i
<br />Manual for the project including all forms.
<br />i Inspector
<br />City of Garden
<br />First Street Bridge Replacement -City of Santa Ana
<br />Grove Registered
<br />Inspector: Mr. Chamaa was the Inspector for the construction materials testing and
<br />De �
<br />p �' Building
<br />ng '
<br />inspections during the replacement of the bridge. Geotechnical services consisted of pile
<br />' Inspector
<br />�
<br />driving parameters evaluation and selection of fill materials. Testing and inspections
<br />i ACI Certified, i
<br />,
<br />were conducted on piles, welding, structural steel, precast concrete, concrete, asphalt,
<br />,
<br />Concrete Field ,
<br />Testing Technician �
<br />mix designs, etc.
<br />ACI Certified,
<br />Concrete '
<br />Warner Avenue Gravity Sewer Lift Station C - City of Huntington Beach, CA
<br />Laboratory Testing �
<br />Field Engineer. Mr. Chamaa was the Field Engineer for the construction materials testing
<br />i Technician
<br />and inspection and for the geotechnical and environmental Phase 11 investigations for a
<br />City of Long
<br />new lift station facility. The project consisted of the replacement of the existing Lift
<br />Beach Registered i
<br />Stations B and C and the Sunset Beach Sanitary Lift Station with a new Lift Station C. The
<br />i Deputy building
<br />submersible lift station incorporated a 14 foot by 26 foot by 22 foot deep wet well. The
<br />; Inspector
<br />bottom of the well foundation was approximately 26 to 27 feet below existing grade. The
<br />City of Riverside
<br />new lift station also included an 8-foot deep valve vault which was 15 feet by 10 feet in
<br />Registered Deputy
<br />plan dimension, a 60 kW outdoor generator, and electrical panels.
<br />Inspector
<br />Certified Radiation i
<br />14-Inch Water Line Installation under Huntington Harbor Channel -City of
<br />SafetyandNuclear
<br />Gage
<br />Huntington Beach, CA
<br />- - - - - - - - - - - - -!
<br />Field Engineer: Mr. Chamaa was the Field Engineer for a geotechnical investigation
<br />for a new 14-inch
<br />diameter water line composed of High Density Polyethylene (HDPE) pipe. The length of the new pipe ranged
<br />from 750 feet to 950 feet. The pipe was installed beneath the Huntington Harbor bottom which is at an
<br />approximate depth of 20 feet below high sea level. The water line connected to existing water systems on
<br />either side of the channel.
<br />Construction Material Testing/ Inspection
<br />Environmental and Geotechnical Engineering Services 30I Page b' u i 2 d i u df r� e z l c a
<br />www.AescoTech.com 7 z a m % 4 e Cf z a u u d 'U A
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