KING SALMAN PARK•DEMOLISHING OF BUILDING.•installation of steel bridges (piles, foundation, piers, abutments, erection for spans, Bearing installation)•Installation of cast in site bridges (piles, foundation, piers, abutments, PT Work, Bearing installation)•Operation and maintenance building construction•Site planning and progress following according to site PIP•Managed the procurement of materials and supplies, shop drawings, quantity surveying, and site execution.•Monitored execution of contract work for compliance with design plans and specifications.

Project Description: The Bridge of Sheikh Jaber AL-Ahmad Al- Sabah Causeway is made of bridges which contain 38 KM of two parallel bridges over the sea for an 511 Span Each. The deck is either 18.9 meter wide . And it will be erected Span by span Construction method using overhead launching girder, and 5 stitch casting between Expansion joint span to Expansion joint span .Job Responsibilities: 1-Assembly of stressing manipulators.2-Responsible for Post tensioning: Calculations, threading, Material and Preparation.3-Responsible for Grouting in the post tensioned tendon ducts.4-Quality controlling and submittal for all documents which related to the scoop of work.5-Following the material situation and following the site orders and storage situations.6-All remaining works for handling over the spans.7-Identify, analyze and resolve problems related to Quality control on site.8-Responsible to conduct Reinforcement inspections, pre-pouring inspections based on drawings. 9-Site planning and progress following according to site conditions and development of learning curve.10-Preparing weekly and monthly Production reports.

Project: Riyadh Metro ProjectPosition: Site EngineerCompany: Freyssinet Saudi ArabiaPeriod: 1/Aug/2015‐PresentProject Description:The Bridge at Metro Riyadh Project is made of bridges which contain 288 Spans for an overall of 11 KM.The 3400 segments will be precast in twelve short line casting cells. The deck is either 8.6 meter wide . Andit will be erected Span by span Construction method using overhead launching girder, Balance cantilevermethod and ground support system.Job Responsibilities:1‐ Assembly for Molds of casting.2‐ Assembly of Lunching Guirder.3‐ Soil tests and backfilling.4‐ Assembly for Ground system scaffold towers .5‐ Lifting Supervisor with TUV Rigger 1.6‐ Operator for Lunching Guirder with TUV.7‐ Segments Gluing and temporary pre‐stressing of bridge box girder segments8‐ Responsible for Post tensioning: Calculations, threading, Material and Preparation.9‐ Responsible for Grouting in the post tensioned tendon ducts.10‐ Bridge permanent bearing installation, grouting and Plinth casting.11‐ Bridge Geometry control.12‐ Identify, analyze and resolve problems related to Quality control on site.13‐ Responsible to conduct Reinforcement inspections, pre‐pouring inspections based on drawings.14‐ Participate in weekly progress meetings15‐ Preparing weekly and monthly Production reports

Project: Bridge along King Faisal Road (Costal Road) at King Abdul Aziz Road Intersection (Port Road)Position: Site Supervision EngineerCompany: AMO& Partners Engineering Co. AL‐Khobar‐ Saudi ArabiaPeriod: 11/May/2013 ‐ 12/July/2015Project Description:The Bridge along King Faisal Road at the intersection with King Abdul Aziz Road is made of bridges whichcontain 48 Spans for an overall of 2.3 KM. Four adjacent bridges will cross the railway line connected to TheDammam port and two of them will span over the Port Road underpass. The 714 segments will be precastin four short line casting cells. The deck is either 10.260 wide for 2 lanes Segments or 12.510 m wide for 3‐lanes segments. And it will be erected Span by span Construction method using overhead launching girder.Job Responsibilities:1‐ Production of segments: Supervision, Quality, Repair and preparation before erection.2‐ Segments Gluing and temporary pre‐stressing of bridge box girder segments3‐ Responsible for Post tensioning: Calculations, Material and supervision.4‐ Responsible for inspections of civil structural items of bridge (Piles, pile caps, piers, pier heads,abutments, retaining walls etc.)5‐ Responsible for Grouting in the post tensioned tendon ducts.6‐ Bridge permanent bearing installation and grouting.7‐ Bridge Geometry control supervision8‐ Identify, analyze and resolve problems related to Quality control on site.9‐ Inspect all the materials receiving at site and advise the site team about the right usage ofconstruction chemicals.10‐ Inspections of precast panels, installation and structural backfill of mechanically stabilized Earthwalls (MSE Walls).11‐ Supervision of Stripping of moulds, lifting of segments etc.12‐ Responsible to conduct Reinforcement inspections, pre‐pouring inspections based on drawings.13‐ Participate in weekly progress meetings14‐ Preparing weekly and monthly Production reports.