Page 1/7 Email: m . a q e l 1983 @ y a h o o .c om : m o a t h ma q e l @g ma i l. c o m Phone+965- 55893002 +965-55003165 CIVIL ENGINEER M o a t h M a h m ou d Aq e l Objectiv e Highly competent individual who has extensive knowledge and experience of managing, directing and monitoring both small and large scale civil engineering Projects. On the technical side Moath is able to accurately prepare projects to the Highest standards, particularly drawings, plans, schedules and construction design maintenance documentation production. In the past he has had successful input Into the acquisition of new business, the promotion of the company, team Leadership, expert technical advice and strategic input into business planning. His now looking for a suitable position with an ambitious &forward thinking company. Work experience Dec 2015 – Till now Dub ai G u lf Main projects: RA K R i n g R oad Location: RAK – U . A .E C o nsu lta n t C O RE E n gi n eer s & Ar c h it ec ts O w ne r M in is t ry o f Pu b lic W o rks & Ho u s ing RAK Ring Road Bridge Consisted 6 span (every span 78 meter) 300 segment in this Bridge and we use FREYSSINET Post Tension System. -Box Girders -Soil Wall M a i n D u t i e s : Site Bridge Engineer - Follow the all Required Specifications. - Follow the all works (Carpentry & steel fixer). - Follow the all Post Tension Works in Girders. - Follow the all Works with Consultant. - The Ability to do all calculation for stressing (single jack & multi jack).
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Email: m . a q e l 1983 @ y a h o o .c om : m o a t h ma q e l @g ma i l. c om
Phone+965-55893002+965-55003165
CIVIL ENGINEER
Moath Mahmoud Aqel
Objective
Highly competent individual who has extensive knowledge and experience of managing, directing and monitoring both small and large scale civil engineering Projects. On the technical side Moath is able to accurately prepare projects to theHighest standards, particularly drawings, plans, schedules and construction design maintenance documentation production. In the past he has had successful inputInto the acquisition of new business, the promotion of the company, team Leadership, expert technical advice and strategic input into business planning. His now looking for a suitable position with an ambitious &forward thinking company.
Work experience Dec 2015 – Till now
Dub ai G u lf Main projects: RA K R i n g R oad Location: RAK – U . A .E C o nsu lta n t C O RE E n gi n eer s & Ar c h it ec ts O w ne r M inist ry o f Public Wo rks & Ho using
RAK Ring Road Bridge Consisted 6 span (every span 78 meter) 300 segment in this Bridge and we use FREYSSINET Post Tension System.
-Box Girders-Soil WallM a i n D u t i e s : Site Bridge Engineer- Follow the all Required Specifications.- Follow the all works (Carpentry & steel fixer).- Follow the all Post Tension Works in Girders.- Follow the all Works with Consultant.- The Ability to do all calculation for stressing (single jack & multi jack).- The Ability to do maintenance for post tension jack (single jack & multi jack).- know all Asphalt Mix Specifications.
May 2015 – Dec 2015BEM C O Main projects:S HO M A R B RID GES P r oj e c t Location: Z a r q a – Jo r d an C o nsu lta n t DAR A L -O M RAN I nf ra s t ruc t ure a nd E n v ir o n m ent O w ne r M inist ry o f Public Wo rks & Ho using
SHOMAR BRIDGESUpgrading Zarqa/Sukhneh Road & Wadi Shomer Bridge. The Project Consist of
1- 325 ml Between the First points in Bridges to Last Point in Bridge.2- 15 girders length of girders 37m & two Abutment.3- 2800 m2 Reinforcement Soil. (Dispense of Retaining Wall).4- Two Boxcalvard.lenght 300 ml.5- The length of Road between Zarqa & Shkhneh 17 km.6- The Design of the Bridges Works is in Accordance With AASHTO LRFD Bridges
Design Specifications-Third Edition 20047- All Post Tension Works from VSL Company.
M a i n D u t i e s : Site Bridge Engineer- Follow the all Shopdrwing on site.- Follow the all Required Specifications.- Follow the all works (Carpentry & steel fixer).- Follow the all Post Tension Works in Girders.- Follow the all Works With Consultant.- The Ability to do all calculation for stressing (single jack & multi jack).- The Ability to do maintenance for post tension jack (single jack & multi jack).- know all Asphalt Mix Specifications .
September 2014 – May 2015BEM C O Main projects:C L ASSI C F AS H I ON F AC TORY Location: I r b id - Jo r d an C o nsu lta n t DART A M M AN O w ne r CLASSIC F ASHION AP P IND.
The Project Total Area of (66000) m², Consisting of 5 Building 6 Floor for eachBuilding the height of floor 6 m & the Total Area of Floor 2200 m2. All Project Consist Post Tension Slab from VSL company.
M a i n D u t i e s : Site Engineer
- Technical Support.(Shop Drawings & Materials Approval).- Follow the all Works With Consultant.- Follow the all Post Tension Works in Slab.- Follow the all works (Carpentry & steel fixer).- The Ability to do all calculation for stressing (single jack & multi jack).
- T he A b i li t y t o d o m a i n t e n a n c e f or p o s t t e n s i o n j a c k ( s i n g l e j a c k & m u l t i j a c k ) .
November 2011 – September 2014BEM C O Main projects: AY LA Oa s is Location: Aq a b a – Jo r d an C o nsu lta n t A r a b t ec h Ja r d a n e h E n g i n eer s & A rc h i t ec t s . O w ne r AYLA.
The Project is Located on the Western Border of Aqaba , With an area 432Hectares (4300000 m2) ,however the project has modest view on the gulf of aqaba with length of 250 meters , the project has two view , with the international border from one side as well with aqaba city frome the other sideAccording to references for the first time in the Middle East the ability of usingGeogrid Walls instead of concrete walls in Marine constructions
The Project Contain 3 lagoons tidal , middle and upper with huge pump station which can pumping up to 10 cubic meters per second
1- 75 hec ta r e s o f a r t ifici a l l a g o o n s . 2- 5 Hot el r at ed a s 5 s ta r e a s h o ne c o nt a ins 33 0 r o o m s . 3- 288 4 Ho u s ing Unit. 4- 100 0 0 0 s q u a re m e t er o f c o mm e r c i a l fa cilities. 5- T w o go lf c o ur s es.
M a i n D u t i e s : Site Engineer- Technical Support.(Shop Drawings )- MEP Coordinates.- Follow the all works (Carpentry & steel fixer).- Follow the all Drawing.- Technical Support ( Materials Approval)- Follow the all Works With Consultant.
December 2010 – November 2011BEM C O Main projects:S E CURI T I E S C O MM ISSI ON Pr oj e c t Location:A m m an – Jo r d an C o nsu lta n t S EG M A E n gi n e e r s & A rc h i t ec ts & C C C C o m p a n y O w ne r SECURITIE S COMM ISSION
Securities Commission with total area of (75000) m², consisting of Ten levels in the following order , 4 floor barking & 6 floor officeAll slab in Project Post Tension From CCL Company SystemIn this Project we use Tension Column for Contriver Slab (10 meter contriver) Span Between Column 12 meter *10 meter
M a i n D u t i e s : Assistant engineer- Technical Support.(Shop Drawings & Materials Approval)- Follow the all works (Carpentry & steel fixer).- Follow the all Drawing & PT Drawing.- Follow the all Works With Consultant.- The Ability to do all calculation for stressing (single jack & multi jack).- The Ability to do maintenance for post tension jack (single jack & multi jack).
- September 2009 – December 2010BEM C O Main projects:A L-B A Q A A B RID GS Pr oj e c t Location: A m m an – Jo r d an C o nsu lta n t S EG M A E n gi n e e r s & A rc h i t ec ts O w ne r M inist ry o f Public Wo rks & Ho using
AL-BAGAA BRIDGS consisted 90 girders in 9 span , span length 39 meter and the bridge length 450 ml , post tension girders (VSL system )Upgrading Road 12 km , The Design of the Bridges Works is in Accordance WithAASHTO LRFD Bridges Design Specifications-Third Edition 2004 , All Post Tension Works from V S L Company
M a i n D u t i e s Assistant engineer
- Follow the all Shopdrwing on site.- Follow the all Required Specifications.- Follow the all works (Carpentry & steel fixer).- Follow the all Post Tension Works in Girders.- Follow the all Works With Consultant.- The Ability to do all calculation for stressing (single jack & multi jack).- The Ability to do maintenance for post tension jack (single jack & multi jack).- know all Asphalt Mix Specifications.
- Jun 2009- May 2009BEM C O Main projects:Abdoun Gar de n Pr ojec t
Location: Amman – Jor dan
O w ne r Gre ate r Amma n M unic ipality & H ousing Bank
Abdoun Garden Project with total area of (8000) m², consisting of three levels inthe following order , All slab in Project Post Tension From CCL Company SystemSpan Between Column 14 meter *10 meter
M a i n D u t i e s : Assistant engineer
- Technical Support.(Shop Drawings & Materials Approval)- Follow the all works (Carpentry & steel fixer).- Follow the all Drawing & PT Drawing.- Follow the all Works With Consultant.- The Ability to do all calculation for stressing (single jack & multi jack).- The Ability to do maintenance for post tension jack (single jack & multi jack).
Feb. 2007 – Jan. 2009,BEM C O Main projects:
M a in t e n a n c e o f R o a d s a n d Brid g es ( A L - G H O R ) Location: A L-Go u r – Jo r d an C o nsu lta n t ACI C o n s u lta n t O w ne r M in is t ry o f Pu b lic W o rks & Ho u s ing
Maintenance of Roads and Bridges (AL-GHOR) Maintenance of four Bridges. And we are rebuilt Bridges from steel Bridges to box girder Bridges , The Design of the Bridges Works is in Accordance With AASHTO LRFD Bridges Design Specifications-Third Edition 2004 , All Post Tension Works from CC L Company System . Maintenance of Roads by length 16 km , and Maintenance 5 Bridges ( concrete and steel ).
M a i n D u t i e s : Assistant engineer
- Follow the all Shopdrwing on site.- Follow the all Required Specifications.- Follow the all works (Carpentry & steel fixer).- Follow the all Post Tension Works in Girders.- Follow the all Works With Consultant.- The Ability to do all calculation for stressing (single jack & multi jack).- The Ability to do maintenance for post tension jack (single jack & multi jack).
- know all Asphalt Mix Specifications .
Jan. 2006 – Feb. 2007 ,BEM C O Main projects:
M a in t e n a n c e o f R o a d s a n d Brid g es ( A Q A B A ) Location: A L-Qa b a – Jo r d an C o nsu lta n t S EG M A E n gi n e e r s & A rc h i t ec ts O w ne r M inist ry o f Public Wo rks & Ho using
Track parking bridges ( AQABA) 30 Girders Span Length 30 & 35 meter in Tow Span and the bridge length 275 ml , post tension girders (CCL system ) All girders have 5 anchor and every anchor 12 strand ( 15.2 mm ) dimUpgrading Road 7 km , , All Post Tension Works from CC L Company
M a i n D u t i e s : Assistant engineer
- Follow the all Shopdrwing on site.
- Follow the all Required Specifications.- Follow the all works (Carpentry & steel fixer).- Follow the all Post Tension Works in Girders.- Follow the all Works With Consultant.- The Ability to do all calculation for stressing (single jack & multi jack).- The Ability to do maintenance for post tension jack (single jack & multi jack).- know all Asphalt Mix Specifications.
J a n. 2 0 04 – J a n. 2 0 06 , BEM C O Main projects: CI TY M A LL Location: A m m an – Jo r d an O w ne r M ohammad Al -Dood & br other s c ompany
City Mall Project with total area of (175000) m², consisting of 8 levels in the following order, 3 floor barking and 5 floor mall , all slab post tension from CCL company system ,span in carfour 16m *12m and the span in cinema floor22m*40m thickns of slab 25cm to 35 cm .
M a i n D u t i e s : Assistant engineer
-Technical Support to Site- Technical Support.(Shop Drawings & Materials Approval)- Follow the all works (Carpentry & steel fixer).- Follow the all Drawing & PT Drawing.- Follow the all Works With Consultant.- The Ability to do all calculation for stressing (single jack & multi jack).- The Ability to do maintenance for post tension jack (single jack & multi jack)
C o ur se s :
Course s i n Abudon b ridge w ith (VCL & D AR AL H AND AS AH )
Feb. 2008 – September. 2008
Main Contractor: L&T
Abudon Bridge Consisted 4 span (every span 132 meter) 300 segment in thisBridge and we use VSL Post Tension System.-Box Girders-Stay Cable-Rock Anchor-Stressing in multi jack-Pop poff stressing in stay cable.-Stressing multi anchor in same time .
Education 2010- 2014 B s c . i n c C i v i l E n g i n e e r i ng i n A l B al q a U ni v ers it y ( A d v a n ce hig h w ay & br i d g e en g i n e er ) 2002 – 2004 D i p l oma i n C i v i l E n g i n e e r i ng f r o m Wa d i A L - S air C ol l e g e
Amman, Jordan with a grade: Good.
Courses - M i n i s t r y o f P ub l i c W o r k s an d Hou s i n g , J ul y 1 , 2 0 0 3 t o S ept e mbe r 1 , 200 3
Languages - Arabic, Mother Tongue,
- E ng lis h , G ood .
Computer Skills - Proficiency in AutoCAD (R14 – R2014) 2D & 3D Appliance.
- Proficiency in Photoshop Appliance.
- MS office.
- Proken . Etabs
- P r i m a v e r a P 3 . P6 - Ability to work for long hours and under pressure.
Personal Characteristics - Team Spirit.
References - Upon Request- Date and place of Birth: october 29, 1983,Jordan
PersonalInformation
- Nationality: Jordanian.
- Marital Status: Marred.
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AI-Balqa' Applied University 0 •• : b .II .. Lilli GLAU
CERTIFICATE
£11 Accordance with Al-Balqa' Applied University law and the results ofexaminations held at tire
Fac11lt1; of Engineering Technology
The De1111 's council decided in its meeting No. 704/2013/2014 held011 23/06/2014 Jo auiard
J\IIO'ATH MAHMOUD ABEDALAZIZ AQEL
Bom in Baqa'a in /983 and holding JORDANIANNationality
Bachelor Degree in " High" uys And Bridges Engineering"
with an average o/"( 2.18 out of4.00) rating: (Satisfactory).
as a result ofthe Second Semester exsrninetionsofthe academicyear 20IJ/2014
Faculty Registrar
H""'.>SL� Jr.,'....c..)
Registrar General
Dr.Mobammad Alhiyassat
• AI-Sahon tl!J0:014• An) dc:ld.ou.� ur change, alY'ccu.-d 10 this document �ha.II T01dcr it invalid ,
