Edwar Benavides Guerra

Edwar Benavides Guerra

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Structural Calculations remote
Campos, State of Rio de Janeiro, Brazil
Contact Edwar regarding: 
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Full-time jobs
Starting at USD2K/month
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Starting at USD21/hour
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Résumé

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  • P
    PROFESSOR RESEARCHER ASSSISTANT
    Prefeitura Municipal de Campos dos Goytacazes
    Jan 2023 - Oct 2023 (10 months)
    • X ray micro tomography, DRX CATHEDRATIC PROFESSOR
  • F
    STRUCTURAL TECHNICAL ADVISOR
    FUNDACON UNIVERSITARIA COMFENALCO
    Aug 2022 - Dec 2022 (5 months)
    • CAD/AutoCAD 2D/3D teaching. STRUCTURAL TECHNICAL ADVISOR
  • F
    STRUCTURAL TECHNICAL ADVISOR
    FUNDACON UNIVERSITARIA COMFENALCO
    Aug 2022 - Dec 2022 (5 months)
    • CAD/AutoCAD 2D/3D teaching. STRUCTURAL TECHNICAL ADVISOR
  • F
    STRUCTURAL TECHNICAL ADVISOR
    FUNDACON UNIVERSITARIA COMFENALCO
    Aug 2022 - Dec 2022 (5 months)
    • CAD/AutoCAD 2D/3D teaching. STRUCTURAL TECHNICAL ADVISOR
  • F
    STRUCTURAL TECHNICAL ADVISOR
    FUNDACON UNIVERSITARIA COMFENALCO
    Aug 2022 - Dec 2022 (5 months)
    • CAD/AutoCAD 2D/3D teaching. STRUCTURAL TECHNICAL ADVISOR
  • I
    SITE ENGINEER SUPERVISOR
    INGECOL INTEGRAL SAS
    Nov 2018 - Nov 2019 (1 year 1 month)
    Site engineer, technical supervisor of the structure in the project: Gran Manzana Mall.
  • I
    SITE ENGINEER SUPERVISOR
    INGECOL INTEGRAL SAS
    Nov 2018 - Nov 2019 (1 year 1 month)
    Site engineer, technical supervisor of the structure in the project: Gran Manzana Mall.
  • I
    SITE ENGINEER SUPERVISOR
    INGECOL INTEGRAL SAS
    Nov 2018 - Nov 2019 (1 year 1 month)
    Site engineer, technical supervisor of the structure in the project: Gran Manzana Mall.
  • I
    SITE ENGINEER SUPERVISOR
    INGECOL INTEGRAL SAS
    Nov 2018 - Nov 2019 (1 year 1 month)
    Site engineer, technical supervisor of the structure in the project: Gran Manzana Mall.
  • U
    STRUCTURAL ENGINEER
    Universidad del Sinú-Cartagena
    Aug 2017 - Jan 2018 (6 months)
    Independent professional civil engineering services to carry out activities as a structural engineer in the execution of the contract entered into between the University of Cartagena and the district of Cartagena/CASE STUDY VULNERABILITY QUIROZ BUILDINGS COLLAPSE.
  • A
    STRUCTURAL ENGINEER AND PROJECT COORDINATOR
    ARNOLDO BERROCAL INGENIERIA SAS.
    Dec 2016 - Dec 2018 (2 years 1 month)
    Main duties: • Coordinate structural projects in the Design group from planning to delivery. • Structural coordination with other design disciplines. • Coordination of resources for design. • Project coordination with clients. Some projects: • Reinforcement of 230 colonial walls, former headquarters of the government state office, Cartagena, historic downtown. • Structural calculation and structural vulnerability of the Marques de Villalta hotel project (formerly Román laboratories) 5 levels, area 2164.92 m2, Cartagena de Indias, historic downtown. • Structural calculation of Salomon house, 3 stories, and roof, reinforced concrete, area 518.28 m2. Crespo, Cartagena de Indias. • Structural calculation of Manga house project, 5 storie
  • A
    STRUCTURAL ENGINEER AND PROJECT COORDINATOR
    ARNOLDO BERROCAL INGENIERIA SAS.
    Dec 2016 - Dec 2018 (2 years 1 month)
    Main duties: • Coordinate structural projects in the Design group from planning to delivery. • Structural coordination with other design disciplines. • Coordination of resources for design. • Project coordination with clients. Some projects: • Reinforcement of 230 colonial walls, former headquarters of the government state office, Cartagena, historic downtown. • Structural calculation and structural vulnerability of the Marques de Villalta hotel project (formerly Román laboratories) 5 levels, area 2164.92 m2, Cartagena de Indias, historic downtown. • Structural calculation of Salomon house, 3 stories, and roof, reinforced concrete, area 518.28 m2. Crespo, Cartagena de Indias. • Structural calculation of Manga house project, 5 storie
  • A
    COORDINATOR
    Arnoldo berrocal y cia s. En c
    Dec 2016 - Dec 2018 (2 years 1 month)
    Main duties: • Coordinate structural projects in the Design group from planning to delivery. • Structural coordination with other design disciplines. • Coordination of resources for design. • Project coordination with clients. Some projects: • Reinforcement of 230 colonial walls, former headquarters of the government state office, Cartagena, historic downtown. • Structural calculation and structural vulnerability of the Marques de Villalta hotel project (formerly Román laboratories) 5 levels, area 2164.92 m2, Cartagena de Indias, historic downtown. • Structural calculation of Salomon house, 3 stories, and roof, reinforced concrete, area 518.28 m2. Crespo, Cartagena de Indias. • Structural calculation of Manga house project, 5 storie
  • T
    SITE ENGINEER
    TREVI GROUP GALANTE SA
    Jun 2016 - Dec 2016 (7 months)
    Site engineer in the NEW PUMAREJO BRIDGE project, 1.3 m diameter piles, 2 m diameter piles, and 2.6 m diameter piles, on land, dock, and river barge. Lengths from 40 to 60 m, with bentonite mud and polymer. Heavy machinery SOILMEC piling machines up to 100-ton and 100-ton auxiliary crane. 30 ml steel sheet pile of 14 m depth for reatining the road via Barranquilla-Santa Marta. Mortar Injection to Piles. INGENIERO INDEPENDIENTE.DISEÑOS-EVALUACIONES-FORMULACIÓN DADINO ROJAS ACOSTA 03/02/2015 – 03/26/2015 Structural evaluation of a 3-story family home to support a roof structure. Magangué, Bolivar. OMAIRA PAYARES
  • T
    SITE ENGINEER
    TREVI GROUP GALANTE SA
    Jun 2016 - Dec 2016 (7 months)
    Site engineer in the NEW PUMAREJO BRIDGE project, 1.3 m diameter piles, 2 m diameter piles, and 2.6 m diameter piles, on land, dock, and river barge. Lengths from 40 to 60 m, with bentonite mud and polymer. Heavy machinery SOILMEC piling machines up to 100-ton and 100-ton auxiliary crane. 30 ml steelsheet pile of 14 m depth for reatining the road via Barranquilla-Santa Marta. Mortar Injection to Piles.
  • T
    SITE ENGINEER
    TREVI GROUP GALANTE SA
    Jun 2016 - Dec 2016 (7 months)
    Site engineer in the NEW PUMAREJO BRIDGE project, 1.3 m diameter piles, 2 m diameter piles, and 2.6 m diameter piles, on land, dock, and river barge. Lengths from 40 to 60 m, with bentonite mud and polymer. Heavy machinery SOILMEC piling machines up to 100-ton and 100-ton auxiliary crane. 30 ml steel sheet pile of 14 m depth for reatining the road via Barranquilla-Santa Marta. Mortar Injection to Piles. INGENIERO INDEPENDIENTE.DISEÑOS-EVALUACIONES-FORMULACIÓN DADINO ROJAS ACOSTA 03/02/2015 – 03/26/2015 Structural evaluation of a 3-story family home to support a roof structure. Magangué, Bolivar. OMAIRA PAYARES
  • T
    SITE ENGINEER
    TREVI GROUP GALANTE SA
    Jun 2016 - Dec 2016 (7 months)
    Site engineer in the NEW PUMAREJO BRIDGE project, 1.3 m diameter piles, 2 m diameter piles, and 2.6 m diameter piles, on land, dock, and river barge. Lengths from 40 to 60 m, with bentonite mud and polymer. Heavy machinery SOILMEC piling machines up to 100-ton and 100-ton auxiliary crane. 30 ml steelsheet pile of 14 m depth for reatining the road via Barranquilla-Santa Marta. Mortar Injection to Piles.
  • K
    AND COST CONTROL ENGINEER
    Kma construcciones s.a.,
    Apr 2014 - May 2014 (2 months)
    Budget Monitoring in MS Project, Management Indicators EVM (Earned Value Method) IRP and IRC of the PMI for the rehabilitation of 9 km of asphalt road between Calamar-Bolívar and Suan-Atlántico, Contract with the "Fondo de adaptación" and INVIAS. Budget monitoring works on the Atlántico state internal road project "RUTA CARIBE", Internal operational control. ANI contract.
  • K
    AND COST CONTROL ENGINEER
    Kma construcciones s.a.,
    Apr 2014 - May 2014 (2 months)
    Budget Monitoring in MS Project, Management Indicators EVM (Earned Value Method) IRP and IRC of the PMI for the rehabilitation of 9 km of asphalt road between Calamar-Bolívar and Suan-Atlántico, Contract with the "Fondo de adaptación" and INVIAS. Budget monitoring works on the Atlántico state internal road project "RUTA CARIBE", Internal operational control. ANI contract.
  • K
    AND COST CONTROL ENGINEER
    Kma construcciones s.a.,
    Apr 2014 - May 2014 (2 months)
    Budget Monitoring in MS Project, Management Indicators EVM (Earned Value Method) IRP and IRC of the PMI for the rehabilitation of 9 km of asphalt road between Calamar-Bolívar and Suan-Atlántico, Contract with the "Fondo de adaptación" and INVIAS. Budget monitoring works on the Atlántico state internal road project "RUTA CARIBE", Internal operational control. ANI contract.
  • K
    AND COST CONTROL ENGINEER
    Kma construcciones s.a.,
    Apr 2014 - May 2014 (2 months)
    Budget Monitoring in MS Project, Management Indicators EVM (Earned Value Method) IRP and IRC of the PMI for the rehabilitation of 9 km of asphalt road between Calamar-Bolívar and Suan-Atlántico, Contract with the "Fondo de adaptación" and INVIAS. Budget monitoring works on the Atlántico state internal road project "RUTA CARIBE", Internal operational control. ANI contract.
  • C
    SITE SUPPORT ENGINEER
    CONSTRUCTORA CONCONCRETO S.A
    Jul 2013 - Apr 2014 (10 months)
  • D
    INTERVENTORY SITE ENGINEER
    DAIMCOS SAS
    Dec 2012 - Mar 2013 (4 months)
    resident. field supervisor. quantities of work, review of plans. Quality and safe conditions in the work. guide beam (approx. 220 ml and its demolition) for diaphragm walls, diaphragm walls 30 m long (x 220 ml approx.) tremie concrete, pile underpinning, dynamic load test coordination, and qualitative pile tests. Anchors of steel bars for forming platform beams and props with epoxy rh 500 hilti. Coordination and monitoring of geotechnical and seismic instrumentation. caps, foundation beams and columns (8000 psi concrete) up to level +8.8, slab of level +4.20 (e=9 cm) lightened with expanded polystyrene dura panel. Review of harsco certified multidirectional scaffolding and harsco formwork and sten scaffolding system. Argos concrete scheduli
  • D
    SITE ENGINEER
    DAIMCOS SAS
    Dec 2012 - Mar 2013 (4 months)
    construction site resident. field supervisor. quantities of work, review of plans. Quality and safe conditions in the work. guide beam (approx. 220 ml and its demolition) for diaphragm walls, diaphragm walls 30 m long (x 220 ml approx.) tremie concrete, pile underpinning, dynamic load test coordination, and qualitative pile tests. Anchors of steel bars for forming platform beams and props with epoxy rh 500 hilti. Coordination and monitoring of geotechnical and seismic instrumentation. caps, foundation beams and columns (8000 psi concrete) up to level +8.8, slab of level +4.20 (e=9 cm) lightened with expanded polystyrene dura panel. Review ofharsco certified multidirectional scaffolding and harsco formwork and sten scaffolding system. Argos
  • D
    INTERVENTORY SITE ENGINEER
    DAIMCOS SAS
    Dec 2012 - Mar 2013 (4 months)
    resident. field supervisor. quantities of work, review of plans. Quality and safe conditions in the work. guide beam (approx. 220 ml and its demolition) for diaphragm walls, diaphragm walls 30 m long (x 220 ml approx.) tremie concrete, pile underpinning, dynamic load test coordination, and qualitative pile tests. Anchors of steel bars for forming platform beams and props with epoxy rh 500 hilti. Coordination and monitoring of geotechnical and seismic instrumentation. caps, foundation beams and columns (8000 psi concrete) up to level +8.8, slab of level +4.20 (e=9 cm) lightened with expanded polystyrene dura panel. Review of harsco certified multidirectional scaffolding and harsco formwork and sten scaffolding system. Argos concrete scheduli
  • D
    SITE ENGINEER
    DAIMCOS SAS
    Dec 2012 - Mar 2013 (4 months)
    construction site resident. field supervisor. quantities of work, review of plans. Quality and safe conditions in the work. guide beam (approx. 220 ml and its demolition) for diaphragm walls, diaphragm walls 30 m long (x 220 ml approx.) tremie concrete, pile underpinning, dynamic load test coordination, and qualitative pile tests. Anchors of steel bars for forming platform beams and props with epoxy rh 500 hilti. Coordination and monitoring of geotechnical and seismic instrumentation. caps, foundation beams and columns (8000 psi concrete) up to level +8.8, slab of level +4.20 (e=9 cm) lightened with expanded polystyrene dura panel. Review ofharsco certified multidirectional scaffolding and harsco formwork and sten scaffolding system. Argos
  • I
    CIVIL ENGINEER
    Independent
    Oct 2012 - Current (13 years 7 months)
  • C
    SITE ENGINEER
    Consorcio VICO
    Feb 2012 - Jun 2012 (5 months)
    Total supervision of 15 m bridge construction (via Clemencia-Peñique). control of materials and quality work. Beam and slab bridge. ARCHITECTURAL SURVEYING AND CAD DRAFTER
  • C
    EMPRENDER
    Corporación
    Dec 2009 - Jan 2011 (1 year 2 months)
    CAD Drawing in AutoCAD 2D and 3D and Sketchup, auxiliary architectural surveys for residential projects. Drawing project VIS two floors, Magangué-Bolívar. San Francisco de Loba-La Peña Winter Wave VIS Projects.
  • P
    TECHNICAL ASSISTANT MATERIAL TESTING
    Prof. Gustavo, de Castro Xavier, UNIVERSIDADE ESTADUAL DO NORTE FLUMINENSE
  • P
    TECHNICAL ASSISTANT MATERIAL TESTING
    Prof. Gustavo, de Castro Xavier, UNIVERSIDADE ESTADUAL DO NORTE FLUMINENSE
  • P
    TECHNICAL ASSISTANT MATERIAL TESTING
    Prof. Gustavo, de Castro Xavier, UNIVERSIDADE ESTADUAL DO NORTE FLUMINENSE
  • P
    TECHNICAL ASSISTANT MATERIAL TESTING
    Prof. Gustavo, de Castro Xavier, UNIVERSIDADE ESTADUAL DO NORTE FLUMINENSE