<\/u><\/em><\/strong><\/p>\nCLIENT:PAVIMENTAL S.P.A.<\/p>\n
ASSIGNMENT: optimization design of the Dynamic platform CDP Nard\u00f2 Technical Center (LE) including Acceleration 1 and 2. establishing benchmarks for the survey and the subsequent management phase of 3D, polygonal scheme and precise leveling systems, survey with Trimble TX8 laser scanner and with Mobile system Trimble MX9 lidar. Milling activities carried out with Trimble 3D systems. Survey with Mobile Lidar MX9 system of the Circular Car Track CCT and 3D result.<\/p>\n
ORDER: Renovation and upgrading of the existing Car Circular Track (CCT) and Car Dynamic Platform (CDP) test track at the Nard\u00f2 Technical Center in Santa Chiara di Nard\u00f2 (LE).<\/p>\n
<\/p>\n
CLIENT: GIUGGIA COSTRUZIONE SRL<\/p>\n
ASSIGNMENT : Optimization project of the runway platform of the “G. Verdi \u201din Parma. Establishing benchmarks for the survey and the management phase of the 3D, polygonal scheme and precise leveling systems, survey with the Trimble MX9 Mobile Lidar system, the lateral road gutter and the fires. Milling activities carried out with Trimble 3D systems.<\/p>\n
ORDER: Parma airport<\/p>\n
<\/p>\n
CLIENT GRUPPO ADIGE BITUMI SPA<\/p>\n
ASSIGNMENT: Optimization design of the motorway platform on the Brenner A22 motorway between Pk 71 + 300 – 72 + 900 on the Rio Castro Viaduct and between pk 127 + 000 – 127 + 400 Ponte Adige Zambana. Establishing benchmarks for the survey and for the management of the 3D, polygonal scheme and precise leveling systems, survey with the Trimble MX9 Mobile Lidar system. Assistance with milling activities carried out with Trimble 3D systems.<\/p>\n
ORDER: Brenner A22 highway<\/p>\n
<\/p>\n
Client: MAZZOTTI ROMUALDO S.p.A.<\/p>\n
Assignment: optimization of the platform design for the A22 motorway between Pk 135 + 000 – 136 + 000. Benchmarks for the survey and the phase related to the 3d system management, polygonal scheme and precise leveling system. Survey with the Trimble MX9 Mobile Lidar. Assistance to the milling activities carried out with Trimble 3D systems. ORDER: Brenner A22 highway<\/p>\n
<\/p>\n
CLIENT: BOLOGNA AIRPORT G.MARCONI<\/p>\n
ASSIGNMENT: establishing benchmarks, polygonal scheme and precise leveling, survey of the lateral road gutter, of the fires and survey with the Trimble MX9 Mobile Lidar system of the golf Connection and the Runway.<\/p>\n
ORDER: Structural and functional upgrading of the runway of “G. Marconi \u201d airport of Bologna Project 2020.<\/p>\n
COSTRUZIONI GENERALI INFRASTRUTTURE S.R.L.<\/p>\n
establishing benchmarks, polygonal scheme and precise leveling, improvement of the lateral gutter, of the fires of the Golf Junction and of the Runway and assistance in the construction site for the reconstruction of the runway pavement.<\/p>\n
ASSIGNMENT: Structural and functional upgrading of the Golf Junction and Runway 12\/30 of the “G. Marconi \u201d airport of Bologna.<\/p>\n
<\/p>\n
<\/p>\n
CLIENT: ICM GROUP S.p.A.<\/p>\n
ASSIGNMENT: Topographical assistance, survey and tracing of urban roads and buildings for logistic \/ commercial use for an area of 100,000 square meters.<\/p>\n
ORDER: Construction of a new logistics facility in the area called “Macroarea T2” in Piacenza.<\/p>\n
<\/p>\n
CLIENT: MASCIA DANILO GIUSEPPE S.r.l. UNIPERSONALE<\/p>\n
ASSIGNMENT: Survey, platform optimization, topographic assistance with 3D systems during the implementation phase<\/p>\n
ORDER: Path optimization for the renovation of the Provincial Road Sassari – Porto Torres (SS) ex SS131 from pk 212 + 325.00 to pk 226 + 838.00 on the South and North carriageway.<\/p>\n
CLIENT: DYNATEST S.R.L.<\/p>\n
ASSIGNMENT: A20 motorway survey of the Villafranca – Brolo (km 65 + km 65) carried out with the Trimble MX9 Mobile Lidar system and the return of cross sections and longitudinal profiles.<\/p>\n
ORDER: Check the structural condition of the motorway platform.<\/p>\n
CLIENT: CEPAV DUE ( Consorzio ENI per l\u2019Alta Velocit\u00e0)<\/p>\n
ASSIGNMENT: Technical and topographical assistance<\/p>\n
ORDER: Milan-Verona High Speed \/ High Capacity Line, Treviglio-Brescia Functional Lot and related infrastructures and interconnections.<\/p>\n
CLIENT: CEPAV DUE ( Consorzio ENI per l\u2019Alta Velocit\u00e0)<\/p>\n
Assignment: Surveys and testing the Numerical Photogrammetric Cartography.<\/p>\n
Order: Milan – Verona High Speed \/ High Capacity Line, Brescia – Verona Functional Lot.<\/p>\n
Client: SPEA ENGINEERING S.p.A.<\/p>\n
Assignment: Technical and topographical assistance.<\/p>\n
Order: Genoa road and motorway junction, adaptation of the A7 – A10 – A12 system called \u201cGronda di Ponente\u201d in Genoa.<\/p>\n
Client: SPEA Engineering S.p.A.<\/p>\n
Assignment: Technical and topographical assistance.<\/p>\n
Order: Upgrading of the A7 – A10 system to restore the bridge over the Polcevera in Genoa<\/p>\n
CLIENT: TVG (CONSORZIO TERZO VALICO DEI GIOVI)<\/p>\n
Assignment: Technical and topographical assistance.<\/p>\n
Order: construction work of the high-speed \/ high-speed line Terzo Valico dei Giovi.<\/p>\n
Lot Pozzolo. construction of civil line works and related works from PK 39 + 500.00 to PK 44 + 152.65.<\/p>\n
Client: ICM S.p.A.<\/p>\n
Assignment: Technical and topographical assistance.<\/p>\n
Order: Construction of the Piacenza Logistics Center, Macroarea T2 – Contract B, warehouse in Via Giuseppe Nadotti in Piacenza.<\/p>\n
<\/p>\n
<\/p>\n
Client: PAVIMENTAL S.p.A.<\/p>\n
Assignment: Technical and topographical assistance for the construction of external and underground works at Cantiere di Barberino Infrastrutture.<\/p>\n
Order: A1 Barberino di Mugello – Incisa Valdarno motorway, adding the third lane of the Barberino di Mugello \u2013 Firenze Nord section (lot 2).<\/p>\n
<\/p>\n
<\/p>\n
Client: Autostrade per l\u2019Italia S.p.A.<\/p>\n
Assignment: Aerial photogrammetric survey of the A13 Bologna-Padua motorway platform, from km 85 + 000 to km 100 + 000, return of the same with 2D planimetry and orthophotos in Gauss-Boaga coordinates.<\/p>\n
Order: A13 motorway.<\/p>\n
Client: Autostrade per l\u2019Italia S.p.A.<\/p>\n
Assignment: Aerial photogrammetric survey of the A13 Bologna-Padua motorway platform, from km 48 + 550 to km 63 + 550, restitution of the same with 2D planimetry and orthophotos in Gauss-Boaga coordinates.<\/p>\n
Order: A13 motorway.<\/p>\n
Client: Autostrade per l\u2019Italia S.p.A.<\/p>\n
Assignment: Topographical surveys made to verify the exact surface to be expropriated, report of demolition of expropriated buildings, supply and installation of boundaries to separate fractionated areas, execution of all the services aimed to draft and approve the types of cadastral splitting, the cadastral report of the demolition of expropriated buildings, the drafting of the definitive parcel plans.<\/p>\n
Order: A14 motorway: Lots 3 and 4 Fano – Ancona Nord section from km 173 + 702 to km 213 + 740.<\/p>\n
Client: PAVIMENTAL S.p.A.<\/p>\n
Assignment: Topographical and technical assistance during the works<\/p>\n
Contract: A1 Barberino di Mugello – Incisa Valdarno motorway, adding the third lane of the Barberino di Mugello \u2013 Florence North section (lot 0).<\/p>\n
<\/p>\n
Client: PAVIMENTAL S.p.A.<\/p>\n
Assignment: Topographical and technical assistance during the works<\/p>\n
Order: A1 Barberino di Mugello – Incisa Valdarno motorway, adding the third lane of Florence North – Florence South.<\/p>\n
<\/p>\n
Client: PAVIMENTAL S.p.A.<\/p>\n
Assignment: Topographical and technical assistance during the works.<\/p>\n
Order: A1 motorway, adding the third lane of Firenze South – Incisa.<\/p>\n
<\/p>\n
<\/p>\n
<\/p>\n
<\/p>\n
<\/p>\n
Client: CARRON S.p.A.<\/p>\n
Assignment: Technical and topographical assistance.<\/p>\n
Order: Completion of Variante generale of the S.P.569 of Vignola for the road construction of the S.P.27 “Valle del Samoggia” and the S.P.78 “Castelfranco-Monteveglio” in Valsamoggia, locality Bazzano and Crespellano.<\/p>\n
<\/p>\n
Client: CESI S.c.a.r.l<\/p>\n
Assignment: Topographical assistance, survey and tracing of urbane roads and various buildings of the Shopping Center.<\/p>\n
Order: Construction of a new shopping center called \u201cParma Retail\u201d in Strada Burla in Parma.<\/p>\n
<\/p>\n
Client: SENIGALLIA S.c.a.r.l.<\/p>\n
Assignment: Topographical and technical assistance.<\/p>\n
Contract: A14 Rimini Nord – Pedaso motorway, adding the third lane Senigallia \u2013 Ancona Nord (lot 4).<\/p>\n
Client: SPEA S.p.A.<\/p>\n
Assignment: Technical and topographical assistance for the construction management, realization of an aerial photogrammetric survey with the return of orthophotos and DTMs to check the accounts.<\/p>\n
Order: Viability of adduction to the existing A8-A52 Rho-Monza motorway system, development and improvement of the S.P. 46, in the section from Paderno to Rho new exhibition center between the intersection with the S.S. 233 and the viaduct on the F.N.M. Milan-Saronno.<\/p>\n
Lot 3 \u201cVariante di Baranzate\u201d.<\/p>\n
Client: SPEA S.p.A.<\/p>\n
Assignment: Realization of an aerial photogrammetric survey and return of relative cartography in 1: 500 scale of the area affected by the construction of the Poggiolino (FI) junction on the A1 motorway.<\/p>\n
Order: A1 motorway – Variante di Valico.<\/p>\n
<\/p>\n
Client: AERMATICA S.p.A.<\/p>\n
Assignment: Aerial photogrammetric surveys..<\/p>\n
Order: Aerial photogrammetric surveys in Ascoli Piceno.<\/p>\n
<\/p>\n
Client: BBM CONSORTIUM<\/p>\n
Assignment: Aerial photogrammetric surveys.<\/p>\n
Order: Aerial photogrammetric surveys in Castegnato (BS).<\/p>\n
<\/p>\n
Client: SPEA S.p.A.<\/p>\n
Assignment: Aerial photogrammetric surveys.<\/p>\n
Order: Aerial photogrammetric surveys on the A14 Bologna – Bari – Taranto Motorway Lot 2 Cattolica – Fano section.<\/p>\n
<\/p>\n
<\/p>\n
Client: PAVIMENTAL S.p.A.<\/p>\n
Assignment: Aerial photogrammetric surveys.<\/p>\n
Order: Aerial photogrammetric surveys of the Bellosguardo storage area and relative return of orthophotos, digital model and volume calculation.<\/p>\n
<\/p>\n
Client: PESARESI GIUSEPPE S.p.A.<\/p>\n
Assignment: Celerimetric survey of the track of Misano Adriatico (RN), construction of the GPS network and\u00a0\u00a0 leveling of the benchmarks. Verification of the Executive Project acquired during the work delivery phase and its optimization with the construction management, topographic tracing and assistance to the milling and paving machines equipped with 3D system during the implementation phase of the optimized project.<\/p>\n
Order: New track layout of Misano Adriatico (RN).<\/p>\n
<\/p>\n
Client: Autostrade per l\u2019Italia S.p.A.<\/p>\n
Assignment: Specialized investigations for the Monte Mario tunnel consisting of the construction of the polygonal scheme and precise leveling establishing benchmarks for the surveys and the use of 3D systems for milling machines and road pavers, laser-scanner survey of the two pipes, return of cross sections and longitudinal profile and relative comparison with project and as-built delivery, gabarit verification, platform optimization project in order to improve the flatness, assistance to cutters and pavers equipped with 3D system during the implementation phase of the optimization project.<\/p>\n
Order: A1 motorway – Variante di Valico.<\/p>\n
<\/p>\n
Client: UNIECO S.c.r.l.<\/p>\n
Assignment: Topographic assistance and use of 3D UTS systems for vibro-pavers to lay the first layer, the binder and for the grader to lay the cemented mix. At the construction sites of the BBM Consorzio (Bre.Be.Mi), the NORTE Consorzio and the ARCOTEEM Consorzio.<\/p>\n
ORDER: Bre.Be.Mi (Brescia-Bergamo-Milan Motorway) and TEEM (Milan External East Ring Road).<\/p>\n
<\/p>\n
<\/p>\n
<\/p>\n
Client: SPEA S.p.A.<\/p>\n
Assignment: Specialized investigations for the Buttoli, Largnano, Manganaccia, Puliana tunnels, consisting in the construction of the polygonal scheme and precise leveling establishing benchmarks for the surveys and use of 3D systems for milling machines and road pavers, laser-scanner survey of the canes , return of cross sections and longitudinal profile and relative comparison with the project, gabarit check, platform optimization project in order to improve its flatness, assistance to cutters and pavers equipped with the 3D system during the implementation phase of the optimization project.<\/p>\n
Order: A1 motorway – Variante di Valico.<\/p>\n
<\/p>\n
Client: ENZO PESENTI s.r.l.<\/p>\n
Assignment: Topographic assistance to the construction sites of the BBM Consorzio (Bre.Be.Mi), of the NORTE Consorzio and of the ARCOTEEM Consorzio.<\/p>\n
Order: Bre.Be.Mi (Brescia-Bergamo-Milan Motorway) and TEEM (Milan External East Ring Road).<\/p>\n
<\/p>\n
Client: SANDRINI S.p.A.<\/p>\n
Assignment: Topographical assistance to the ARCOTEEM Consorzio construction site.<\/p>\n
Order: TEEM (Milan External East Ring Road).<\/p>\n
<\/p>\n
Client: PENTAPOLI S.c.a.r.l.<\/p>\n
Assignment: Site and topographic technical assistance for the construction of the entire work.<\/p>\n
Contract: A14 Rimini Nord – Pedaso motorway, adding the third lane of the Cattolica \u2013 Fano section (lot 2).<\/p>\n
<\/p>\n
Client: PAVIMENTAL S.p.A.<\/p>\n
Assignment: Topographic activities for the optimization of the motorway platform.<\/p>\n
Contract: A14 Bologna-Bari-Taranto motorway, Rimini Nord – Cattolica section.<\/p>\n
<\/p>\n
Client: PAVIMENTAL S.p.A.<\/p>\n
Assignment: Topographic activities for the optimization of the motorway platform.<\/p>\n
Order: A14 Bologna-Bari-Taranto motorway, Ancona North – Ancona South section.<\/p>\n
<\/p>\n
Client: ARCOTEEM Consorzio<\/p>\n
Assignment: Technical and topographical assistance for verification \/ restoration of the framing and refinement network, celerimetric and bathymetric surveys and surveys of hydraulic sections.<\/p>\n
Order: Eastern Milan Freeway TEEM – Lot B from pk 6 + 150 to pk 21 + 973.50<\/p>\n
<\/p>\n
Client: NORTE Consorzio<\/p>\n
Assignment: Technical and topographical assistance for verification \/ restoration of the framing and refinement network, celerimetric and bathymetric surveys and surveys of hydraulic sections.<\/p>\n
Order: Eastern External Ring Road of Milan TEEM – Lot A from pk 0 + 000 to pk 6 + 150.<\/p>\n
<\/p>\n
Client: Compagnia Italiana Costruzioni S.p.A.<\/p>\n
Assignment: Topographical and technical assistance.<\/p>\n
Contract: Milan-Verona High Speed \u200b\u200b\/ High Capacity Line, Treviglio-Brescia Utility Lot and related infrastructures and interconnections.<\/p>\n
<\/p>\n
Client: BBM Consortium<\/p>\n
Assignment: Topographical and technical assistance.<\/p>\n
Order: Motorway connection between the cities of Brescia and Milan.<\/p>\n
<\/p>\n
<\/p>\n
Client: Todini Costruzioni Generali S.p.A.<\/p>\n
Assignment: Technical and topographical assistance, assistance during tunnel works, Jumbo alignment, tracing of walls and control of excavation volumes; detailed celerimetric surveys, design of road deviations and construction site tracks, all kinds of layouts, topographical assistance to construction sites, polygonal scheme and precise leveling in tunnels.<\/p>\n
Contract: A1 Milan – Naples motorway, adaptation works of the Apennine section between Sasso Marconi and Barberino del Mugello – La Quercia – Aglio section.<\/p>\n
<\/p>\n
Client: PONTE TREBBIA 2009 S.c.r.l.<\/p>\n
Task: Coordination and topographical assistance to the construction site, tracing of embankments, underpasses, manholes and other civil works, including the control of the classification and the construction of a new network of benchmarks.<\/p>\n
Order: Link between the Piacenza South ring road and the SP Agazzana, 4 km long including a bridge over the Trebbia river.<\/p>\n
<\/p>\n
Client: EUROVIE S.c.a.r.l.<\/p>\n
Assignment: Execution of detailed celerimetric surveys, design of road diversions and construction site tracks, construction site design and municipal authorizations, tracing and topographical assistance to the construction site.<\/p>\n
Order: Milan – Bologna High Speed \u200b\u200bLine, Lot 2.3 – Line from pk 96 + 021 to pk 112 + 488, with connected auxiliary works, such as extra-line roads, interconnection with the Parma station and road doubling of Parma – Suzzara and Parma – Brescia.<\/p>\n
<\/p>\n
Client: Autostrade Centro Padane S.p.A.<\/p>\n
Assignment: Preliminary stakeout of areas subject to expropriation, execution of all services aimed to draft and approve the types of cadastral splitting, cadastral report of demolition of expropriated buildings.<\/p>\n
Contract: SP19 Ospitaletto – Travagliato section.<\/p>\n
<\/p>\n
Client: Autostrade Centro Padane S.p.A.<\/p>\n
Assignment: Execution of hydraulic surveys of main and secondary channels for the design, coordination with the owners and managers for the identification and resolution of interference with public services.<\/p>\n
Order: Cremona – Mantua Regional Highway<\/p>\n
<\/p>\n
Client: COOPSETTE S.c.r.l.<\/p>\n
Assignment: Realization of the framing network and installation of benchmarks, execution of detailed celerimetric surveys for the design, realization of a 1: 1000 scale map made by aerial photogrammetric return made in our company.<\/p>\n
Order: Functional development of the Ferrara – Porto Garibaldi Regional Freeway in a motorway.<\/p>\n
<\/p>\n
Client: COOPSETTE S.c.r.l.<\/p>\n
Assignment: Realization of a framing network, laying of benchmarks, creation of a 1: 1,000 map with aerial photogrammetric basis, survey of waterways, works of art and graphics, creation of a graphic and analytical Plan including a research database related to the \u201cPartecipanze di Cento\u201d variant.<\/p>\n
Order: Motorway connection between A22 del Brennero and A13 Bologna – Padua (CISPADANA motorway)<\/p>\n
<\/p>\n
Client: A.S.G. S.c.a.r.l.<\/p>\n
Assignment: Execution of detailed celerimetric surveys, planning of road deviations and construction site tracks, tracing of every kind and topographic assistance to the construction site.<\/p>\n
Order: Milan – Bologna High Speed \u200b\u200bLine.<\/p>\n
<\/p>\n
Client: COOPSETTE S.c.r.l.<\/p>\n
Assignment: Detailed topographical surveys of the prospectus, surveys of sections in the level changes of the coverage of the access tunnels, survey of minimum distances of the elements overhanging the buildings and Cad return, photomosaic.<\/p>\n
Order: Building renovation of the San Rocco block in Reggio Emilia.<\/p>\n
<\/p>\n
Client: MATTIOLI S.p.A.<\/p>\n
Assignment: Construction of a network of benchmarks, plano-altimetric tracing for the construction phases of the road, railway and civil works, bridge test over the Seveso river, topographical assistance to the construction site located in Paderno Dugnano (MI).<\/p>\n
Order: Milan – Asso railway line, Bovisa – Seveso section.<\/p>\n
<\/p>\n
Client: Autostrade Centro Padane S.p.A.<\/p>\n
Assignment: Drafting of expropriation procedures, detailed celerimetric surveys, construction project and calculations of hydraulic crossings.<\/p>\n
Order: Construction of new toll booths in Caorso (PC) and Cortemaggiore (PC) and demolition of the La Villa barrier, adaptation of the S.S. 462.<\/p>\n
<\/p>\n
<\/p>\n
<\/p>\n
Client: CO.GE.FER. S.r.l.<\/p>\n
Assignment: Execution of detailed celerimetric surveys, planning of road deviations and construction site tracks, tracing of all kinds and topographic assistance to the construction site.<\/p>\n
Order: Milan – Bologna High Speed \u200b\u200bLine.<\/p>\n
<\/p>\n
Client: RICCI COSTRUZIONI S.r.l.<\/p>\n
Assignment: Execution of detailed celerimetric surveys, planning of road deviations and construction site tracks, tracing of all kinds and topographic assistance to the construction site.<\/p>\n
Order: Milan – Bologna High Speed \u200b\u200bLine.<\/p>\n
<\/p>\n
Client: UNIECO S.c.r.l.<\/p>\n
Assignment: Technical and topographical assistance to the construction site for the railway superstructure of the Fidenza interconnection, the Parma interconnection, the Modena Est and Modena Ovest interconnection; polygonal construction on short sides, survey of reference points on the bases of T.E.poles, leveling ofbenchmarks, drilling of T.E.piles, insertion of Leica pins, survey and leveling of references on poles according to ITALFERR specifications (Taken from pk 57 + 000 to pk 180 + 000).<\/p>\n
<\/p>\n
Client: Azienda Trasporti Milanesi S.p.A.<\/p>\n
Assignment: topographic assistance to the construction site.<\/p>\n
Order: Reconstruction of the tramway line at the G.B. Grassi viaduct in Milan.<\/p>\n
<\/p>\n
Client: Azienda Trasporti Milanesi S.p.A.<\/p>\n
Assignment: Topographical assistance and monitoring to the construction site<\/p>\n
Order: MM1 Metro Line Piola – Lambrate section<\/p>\n
Order: MM1 Metro Line Cairoli – Cordusio section<\/p>\n
Order: MM1 Subway Line storage area Precotto<\/p>\n
<\/p>\n
Client: Azienda Trasporti Milanesi S.p.A.<\/p>\n
Assignment: Track survey and route optimization.<\/p>\n
Order: MM1 Metro Line Piola – Lambrate section<\/p>\n
Order: MM1 Metro Line San Babila-Duomo section<\/p>\n
Order: MM2 Metro Line Udine-Cimiano section<\/p>\n
<\/p>\n
Client: CINEL Officine Meccaniche S.p.A.<\/p>\n
Assignment: Topographical assistance and design optimization.<\/p>\n
Order: Maintenance of the Milan City Tramway Line.<\/p>\n
<\/p>\n
Client: ICLET Armamento Ferroviario S.p.A.<\/p>\n
Assignment: Polygonal control in the tunnel, verification of the benchmarks through precise geometric leveling, determination of tracking coordinates on the slab, topographic tracking to place tracks with “Milano modificato” and “Milano massivo” topology.<\/p>\n
Order: MM5 Subway Line Bignami – Garibaldi F.S.<\/p>\n
Order: MM1 Metro Line – prolungamento Rho Fiera.<\/p>\n
<\/p>\n
<\/p>\n
DESIGN AREA MAIN EXPERIENCES
<\/u><\/em><\/strong><\/p>\nINFRASTRUCTURES<\/u><\/em><\/strong><\/p>\n\u00a0<\/u><\/em><\/strong><\/p>\n\n\n\n| Client:<\/td>\n | \n Autostrade per l\u2019Italia S.p.A.<\/p>\n<\/td>\n<\/tr>\n |
\n| Committente:<\/td>\n | SPEA S.p.A.<\/td>\n<\/tr>\n |
\n| Assignment:<\/td>\n | \n Assistance to the executive design of the PSG Phase II (Tunnel Safety Plan, concerning the adaptation of the tunnels of the ASPI network following the Legislative Decree 264\/06) of the drainage systems for liquids spilled in the tunnel, of the containment works necessary to place the collection tanks for spilled liquids, fire-fighting tanks and related technical rooms including metric-estimative analytical computation; Safety plan in the design phase including graphic elaborations and construction site tables.<\/p>\n <\/p>\n Lot 3 – A23 Palmanova – Tarvisio State border (13 tunnels 26 archways with a total extension of 40 Km)<\/p>\n<\/td>\n<\/tr>\n |
\n| Order:<\/td>\n | Tunnel Safety Plan Phase 2, concerning the adaptation of the tunnels of the ASPI network following the Legislative Decree 264\/06.<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n <\/p>\n \n\n\n| Contracting authority:<\/td>\n | Autostrade per l\u2019Italia S.p.A.<\/td>\n<\/tr>\n | \n| Client:<\/td>\n | SPEA S.p.A.<\/td>\n<\/tr>\n | \n| Assignment:<\/td>\n | \n Assistance and technical support to the Project Manager, graphic-numerical-descriptive processing including the metric-estimative computation and the tender dossier regarding the executive design of the Tunnel Safety Plan Phase 2, concerning the adaptation of the tunnels of the ASPI network following the D . Lgs. 264\/06.<\/p>\n Lot 1 – A10 Genova Ventimiglia Lots 1a, 1b and 1c (6 tunnels 8 archways total extension 12 Km)<\/p>\n Lot 2 A1 Milan Naples Lots 2a, 2b and 2c (6 tunnels 12 archways total extension 10 Km)<\/p>\n<\/td>\n<\/tr>\n | \n| Order:<\/td>\n | \n Tunnel Safety Plan Phase 2, concerning the adaptation of the tunnels of the ASPI network following the Legislative Decree 264\/06.<\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n <\/p>\n \n\n\n| \n Contracting authority:<\/p>\n<\/td>\n | RAV S.p.A. Raccordo Autostradale della Valle d\u2019Aosta<\/td>\n<\/tr>\n | \n| Client<\/td>\n | RAV S.p.A. Raccordo Autostradale della Valle d\u2019Aosta<\/td>\n<\/tr>\n | \n| Assignment:<\/td>\n | \n Aerial photogrammetric survey from the helicopter and graphic elaborations of the motorway sections between the west entrance of the Les Cretes tunnel and the east entrance of the Dolonne Tunnel of the A5 motorway with an average ground resolution of 15 mm \/ pixel, necessary for the design of the fire-fighting water network (Legislative Decree 264\/06.)<\/p>\n Total length of the detected sections: 7200m<\/p>\n Width: motorway fence – viaduct limit<\/p>\n<\/td>\n<\/tr>\n | \n| Order:<\/td>\n | \n Survey concerning the adaptation of the tunnels of the ASPI network following the Legislative Decree 264\/06.<\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n <\/p>\n <\/p>\n \n\n\n| \n Contracting authority:<\/p>\n<\/td>\n | Autostrade per l\u2019Italia S.p.A.<\/td>\n<\/tr>\n | \n| Company:<\/td>\n | C.C.C. – Consorzio Cooperative Costruzioni<\/td>\n<\/tr>\n | \n| Client:<\/td>\n | Pentapoli S.c.a.r.l. – Consorzio Cooperative Costruzioni.<\/td>\n<\/tr>\n | \n| Assignment:<\/td>\n | Coordination of the executive design and the variations during the construction, design of construction sites for works with busy roads, drafting of the as-built, verification of the executive project documents, management and organization of the construction site technical office.<\/td>\n<\/tr>\n | \n| Order:<\/td>\n | \n A14 Rimini Nord – Pedaso motorway, adding the third lane of the Cattolica – Fano section (Lot 2);<\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n <\/p>\n \n\n\n| \n Contracting authority:<\/p>\n<\/td>\n | Autostrade per l\u2019Italia S.p.A.<\/td>\n<\/tr>\n | \n| Company:<\/td>\n | Consorzio Samac \u00a0 ( Imprese: ICS S.p.A – Matarrese S.p.A. – Carena S.p.A)<\/td>\n<\/tr>\n | \n| Client:<\/td>\n | Senigallia Scarl \u2013 Consorzio Samac<\/td>\n<\/tr>\n | \n| Assignment:<\/td>\n | Coordination of detailed executive design and variations during construction, design of construction sites for works in subjection to traffic, drafting of the as-built, verification of the executive project documents, management and organization of the construction site technical office.<\/td>\n<\/tr>\n | \n| Order:<\/td>\n | \n A14 Rimini Nord – Pedaso motorway, adding the third lane Senigallia – Ancona Nord section (Lot 4);<\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n <\/p>\n <\/p>\n \n\n\n| Contracting authority:<\/td>\n | Autostrade per l\u2019Italia S.p.A.<\/td>\n<\/tr>\n | \n| Company:<\/td>\n | GHELLA S.p.A.<\/td>\n<\/tr>\n | \n| Client:<\/td>\n | PAVIMENTAL S.p.A.<\/td>\n<\/tr>\n | \n| Assignment:<\/td>\n | \n Verification of the quantities of bituminous conglomerate necessary for the construction of the project platform, after the topographic survey of the existing platform. Drafting of the comparison framework of quantities.<\/p>\n<\/td>\n<\/tr>\n | \n| Commessa:<\/td>\n | \n A14 Rimini Nord – Pedaso motorway, adding the third lane – Ancona North – Ancona South section (Lot 5);<\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n <\/p>\n <\/p>\n \n\n\n| Contracting authority:<\/td>\n | Autostrade per l\u2019Italia S.p.A.<\/td>\n<\/tr>\n | \n| Company:<\/td>\n | PAVIMENTAL S.p.A.<\/td>\n<\/tr>\n | \n| Client:<\/td>\n | PAVIMENTAL S.p.A.<\/td>\n<\/tr>\n | \n| Assignment:<\/td>\n | \n Re-profiling design of the road surface for the drainage system to correct the presence of small undulations, both longitudinal and transversal on the motorway platform by using 3D UTS systems with a cutter.<\/p>\n<\/td>\n<\/tr>\n | \n| Commessa:<\/td>\n | \n A14 Rimini Nord – Pedaso motorway, adding the third lane – Rimini Nord – Cattolica section (Lot 1);<\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n <\/p>\n <\/p>\n \n\n\n| Contracting authority:<\/td>\n | Misano World Circuit Marco Simoncelli \u2013 Santa Monica S.p.A.<\/td>\n<\/tr>\n | \n| Company:<\/td>\n | Pesaresi S.p.A.<\/td>\n<\/tr>\n | \n| Client:<\/td>\n | Pesaresi S.p.A.<\/td>\n<\/tr>\n | \n| Assignment:<\/td>\n | \n Design for the use of 3D UTS systems for the new track of Misano Adriatico.<\/p>\n<\/td>\n<\/tr>\n | \n| Order:<\/td>\n | Total makeover of the asphalt of the International track and construction of new junctions for two new circuit configurations: 3.2 Km + 1 Km.<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n <\/p>\n <\/p>\n \n\n\n| Contracting authority:<\/td>\n | ANAS S.p.A.<\/td>\n<\/tr>\n | \n| Company:<\/td>\n | STRABAG<\/td>\n<\/tr>\n | \n| Client:<\/td>\n | Edilfor S.r.l.<\/td>\n<\/tr>\n | \n| Assignment:<\/td>\n | \n Detailed executive design of prefabricated walls with double or single rib in reinforced concrete.<\/p>\n<\/td>\n<\/tr>\n | \n| Order:<\/td>\n | \n Itinerary System E78 Grosseto – Fano – Grosseto – Siena section (S.S. 223 di Paganico) from Km. 30 + 040 to Km. 41 + 600 Lots 5-6-7-8<\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n <\/p>\n \n\n\n| Contracting authority:<\/td>\n | \n ANAS S.p.A. (Emilia Romagna)<\/p>\n<\/td>\n<\/tr>\n | \n| Company:<\/td>\n | C.M.C. Ravenna<\/td>\n<\/tr>\n | \n| Client:<\/td>\n | Edilfor S.r.l.<\/td>\n<\/tr>\n | \n| Assignment:<\/td>\n | \n Executive design of prefabricated double layers of reinforced concrete for works of art called: Scolo Cerchia di Bussecchio, Via Masetti Underpass, U-shaped Walls and A14 Cycle and Pedestrian Underpass.<\/p>\n<\/td>\n<\/tr>\n | \n| Order:<\/td>\n | \n Forl\u00ec ring road system – East ring road – 4th Lot<\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n <\/p>\n \n\n\n| Contracting authority:<\/td>\n | \n Province of Prato<\/p>\n<\/td>\n<\/tr>\n | \n| Company:<\/td>\n | Vaiano S.c.a.r.l.<\/td>\n<\/tr>\n | \n| Client:<\/td>\n | Edilfor S.r.l.<\/td>\n<\/tr>\n | \n| Assignment:<\/td>\n | \n Detailed executive design of prefabricated double or single reinforced concrete retaining walls.<\/p>\n<\/td>\n<\/tr>\n | \n| Order:<\/td>\n | \n Adaptation of the Regional Road 325, Val Di Setta and Val di Bisenzio, Lot II from km 57 + 400 to km 69 + 800.<\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n <\/p>\n \n\n\n| Contracting authority:<\/td>\n | PAC 2000 S.c.a.r.l. (CONAD)<\/td>\n<\/tr>\n | \n| Company:<\/td>\n | Marcost S.r.l.<\/td>\n<\/tr>\n | \n| Client:<\/td>\n | Edilfor S.r.l.<\/td>\n<\/tr>\n | \n| Assignment:<\/td>\n | \n Executive design of prefabricated double or single reinforced concrete walls.<\/p>\n<\/td>\n<\/tr>\n | \n| Order:<\/td>\n | \n Primary urbane works PPE1 sector in Corciano (PG).<\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n <\/p>\n \n\n\n| Contracting authority:<\/td>\n | PEDEMONTANA LOMBARDA S.C.p.A<\/td>\n<\/tr>\n | \n| Company:<\/td>\n | Bacchi S.r.l. Costruzioni Generali<\/td>\n<\/tr>\n | \n| Client:<\/td>\n | Edilfor S.r.l.<\/td>\n<\/tr>\n | \n| Assignment:<\/td>\n | Detailed executive design of prefabricated double or single reinforced concrete retaining walls for the entrance walls of the artificial tunnels called “Mauro Venegoni gallery” and “Cislago gallery”.<\/td>\n<\/tr>\n | \n| Order:<\/td>\n | \n Pedemontana Lombarda – Dalmine – Como – Varese motorway connection – Valico del Gaggiolo.<\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n <\/p>\n \n\n\n| Contracting authority:<\/td>\n | ANAS S.p.A.<\/td>\n<\/tr>\n | \n| Company:<\/td>\n | S.A.L.C. S.p.A.<\/td>\n<\/tr>\n | \n| Client:<\/td>\n | Edilfor S.r.l.<\/td>\n<\/tr>\n | \n| Assignment:<\/td>\n | Detailed executive design of a prefabricated underpass called ST01 on p.k. 46 + 180.696<\/td>\n<\/tr>\n | \n| Order:<\/td>\n | \n Modernization to type B (4 lanes) of the Sassari – Olbia itinerary. Lot 5;<\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n <\/p>\n \n\n\n| Contracting authority:<\/td>\n | R.F.I. ( Dipartimento di Palermo)<\/td>\n<\/tr>\n | \n| Company:<\/td>\n | Cefal\u00f9 20<\/td>\n<\/tr>\n | \n| Client:<\/td>\n | Edilfor S.r.l.<\/td>\n<\/tr>\n | \n| Assignment:<\/td>\n | \n Detailed executive design of prefabricated double and single reinforced concrete walls.<\/p>\n<\/td>\n<\/tr>\n | \n| Order:<\/td>\n | \n Palermo – Messina railway line. Double Cefal\u00f9 – Castelbuono. Section Fiumetorto – Ogliastrillo. S.S. 113 GN M.P.M. side Leave. Under shoe walls<\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n <\/p>\n \n\n\n| Contracting authority:<\/td>\n | Comune di L\u2019Aquila<\/td>\n<\/tr>\n | \n| Company:<\/td>\n | Samar Appalti S.r.l.<\/td>\n<\/tr>\n | \n| Client:<\/td>\n | Edilfor S.r.l.<\/td>\n<\/tr>\n | \n| Assignment:<\/td>\n | \n Executive design of prefabricated double and single reinforced concrete walls.<\/p>\n<\/td>\n<\/tr>\n | \n| Order:<\/td>\n | \n L\u2019Aquila \u2013 Gignano. Road adaptation and arrangement of the Torretta – Sant\u2019Elia – Gignano area.<\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n <\/p>\n \n\n\n| Contracting authority:<\/td>\n | Autostrade per l\u2019Italia S.p.A.<\/td>\n<\/tr>\n | \n| Company:<\/td>\n | Pavimental S.p.A.<\/td>\n<\/tr>\n | \n| Client:<\/td>\n | Edilfor S.r.l.<\/td>\n<\/tr>\n | \n| Assignment:<\/td>\n | \n Detailed executive design of prefabricated double and single reinforced concrete walls.<\/p>\n<\/td>\n<\/tr>\n | \n| Commessa:<\/td>\n | \n Genoa road and motorway connection – Upgrading the A7 – A10 – A12 system – improving the San Benigno connection<\/p>\n<\/td>\n<\/tr>\n | \n| \n Date:<\/p>\n<\/td>\n | 2015<\/td>\n<\/tr>\n | \n| \n Contracting authority:<\/p>\n<\/td>\n | R.F.I. (Dipartimento di Livorno)<\/td>\n<\/tr>\n | \n| Company:<\/td>\n | Salcef S.p.A.<\/td>\n<\/tr>\n | \n| Client:<\/td>\n | Edilfor S.r.l.<\/td>\n<\/tr>\n | \n| \n Assignment:<\/p>\n<\/td>\n | \n Detailed executive design of prefabricated elements for railway sidewalk.<\/p>\n<\/td>\n<\/tr>\n | \n| \n Order:<\/p>\n<\/td>\n | \n Campiglia Marittima Station (LI).<\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n <\/p>\n \n\n\n| Contracting authority:<\/td>\n | Autostrade per l\u2019Italia<\/td>\n<\/tr>\n | \n| Company:<\/td>\n | Pavimental S.p.A.<\/td>\n<\/tr>\n | \n| Client:<\/td>\n | Edilfor S.r.l.<\/td>\n<\/tr>\n | \n| Assignment:<\/td>\n | \n Detailed executive design of prefabricated double or single reinforced concrete retaining walls from p.k.17 + 042.31 to p.k 17 + 086.00 and from p.k. 17 + 068.70 a p.k. 17 + 086.20<\/p>\n<\/td>\n<\/tr>\n | \n| Order:<\/td>\n | A3 Napoli \u2013 Pompei \u2013 Salerno motorway. Modernization and adaptation of the motorway site and related junctions<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n CIVIL ENGINEERING AREA
<\/u><\/strong><\/p>\n<\/u><\/strong><\/p>\n\n\n\n| Client:<\/td>\n | Salvi Giuseppe<\/td>\n<\/tr>\n | \n| Order:<\/td>\n | \n Structural design and reduction of liquefaction risk, relating to the demolition and reconstruction of a building used as a storage area for agricultural tools located in Sant’Agostino (FE) via Villani n.5 Sheet 28 Mappale 124 damaged by the earthquake in Emilia on 20 and 29 May 2012 .<\/p>\n<\/td>\n<\/tr>\n | \n| Client:<\/td>\n | Fortini Giancarlo<\/td>\n<\/tr>\n | \n| Order:<\/td>\n | \n Design and reduction of liquefaction risk relating to the reconstruction of a building for residential use located in Cento (FE), Frazione XII Morelli, via Busi 11, damaged by the earthquake in Emilia of 20 and 29 May 2012.<\/p>\n<\/td>\n<\/tr>\n | \n| Client:<\/td>\n | Bovina Ovilio<\/td>\n<\/tr>\n | \n| Order:<\/td>\n | \n Structural Design and Works Management for the demolition and reconstruction of a building used as a barn and as a tool shed declared uninhabitable after the earthquake in Emilia of 20 and 29 May 2012, located in Sant’Agostino (FE) via VI Torri n.41<\/p>\n<\/td>\n<\/tr>\n | \n| Client:<\/td>\n | Volta Leano<\/td>\n<\/tr>\n | \n| Order:<\/td>\n | \n Architectural andstructural design and construction management for the demolition and reconstruction of a building for diferent uses declared uninhabitable following the earthquake in Emilia of 20 and 29 May 2012,located in Crevalcore (BO) 409, Rangona street.<\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>[\/et_pb_text][\/et_pb_column][\/et_pb_row][\/et_pb_section][et_pb_section fb_built=”1″ _builder_version=”4.4.8″ background_color=”#1a1a1a” custom_padding=”2px||4px|||”][et_pb_row _builder_version=”4.4.8″][et_pb_column type=”4_4″ _builder_version=”4.4.8″][et_pb_divider show_divider=”off” _builder_version=”4.4.8″][\/et_pb_divider][\/et_pb_column][\/et_pb_row][\/et_pb_section]\n","protected":false},"excerpt":{"rendered":" Main experiences archive Main Experiences in the infrastructural topographic area CLIENT:PAVIMENTAL S.P.A. ASSIGNMENT: optimization design of the Dynamic platform CDP Nard\u00f2 Technical Center (LE) including Acceleration 1 and 2. establishing benchmarks for the survey and the subsequent management phase of 3D, polygonal scheme and precise leveling systems, survey with Trimble TX8 laser scanner and with […]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":54,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_et_pb_use_builder":"on","_et_pb_old_content":"","_et_gb_content_width":"","footnotes":""},"dipi_cpt_category":[],"class_list":["post-1411","page","type-page","status-publish","hentry"],"yoast_head":"\n Main experiences archive - Geo & Domus Group global site<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/geodomusgroup.com\/en\/portfolio\/experiences-archive\/\" \/>\n<meta property=\"og:locale\" content=\"en_GB\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Main experiences archive - Geo & Domus Group global site\" \/>\n<meta property=\"og:description\" content=\"Main experiences archive Main Experiences in the infrastructural topographic area CLIENT:PAVIMENTAL S.P.A. ASSIGNMENT: optimization design of the Dynamic platform CDP Nard\u00f2 Technical Center (LE) including Acceleration 1 and 2. establishing benchmarks for the survey and the subsequent management phase of 3D, polygonal scheme and precise leveling systems, survey with Trimble TX8 laser scanner and with […]\" \/>\n<meta property=\"og:url\" content=\"https:\/\/geodomusgroup.com\/en\/portfolio\/experiences-archive\/\" \/>\n<meta property=\"og:site_name\" content=\"Geo & Domus Group global site\" \/>\n<meta property=\"article:modified_time\" content=\"2023-10-03T09:54:03+00:00\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:label1\" content=\"Estimated reading time\" \/>\n\t<meta name=\"twitter:data1\" content=\"23 minutes\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\/\/schema.org\",\"@graph\":[{\"@type\":\"WebPage\",\"@id\":\"https:\/\/geodomusgroup.com\/en\/portfolio\/experiences-archive\/\",\"url\":\"https:\/\/geodomusgroup.com\/en\/portfolio\/experiences-archive\/\",\"name\":\"Main experiences archive - Geo & Domus Group global site\",\"isPartOf\":{\"@id\":\"https:\/\/geodomusgroup.com\/en\/#website\"},\"datePublished\":\"2020-07-27T08:05:58+00:00\",\"dateModified\":\"2023-10-03T09:54:03+00:00\",\"breadcrumb\":{\"@id\":\"https:\/\/geodomusgroup.com\/en\/portfolio\/experiences-archive\/#breadcrumb\"},\"inLanguage\":\"en-GB\",\"potentialAction\":[{\"@type\":\"ReadAction\",\"target\":[\"https:\/\/geodomusgroup.com\/en\/portfolio\/experiences-archive\/\"]}]},{\"@type\":\"BreadcrumbList\",\"@id\":\"https:\/\/geodomusgroup.com\/en\/portfolio\/experiences-archive\/#breadcrumb\",\"itemListElement\":[{\"@type\":\"ListItem\",\"position\":1,\"name\":\"Home\",\"item\":\"https:\/\/geodomusgroup.com\/en\/\"},{\"@type\":\"ListItem\",\"position\":2,\"name\":\"Portfolio\",\"item\":\"https:\/\/geodomusgroup.com\/en\/portfolio\/\"},{\"@type\":\"ListItem\",\"position\":3,\"name\":\"Main experiences archive\"}]},{\"@type\":\"WebSite\",\"@id\":\"https:\/\/geodomusgroup.com\/en\/#website\",\"url\":\"https:\/\/geodomusgroup.com\/en\/\",\"name\":\"Geo & Domus Group global site\",\"description\":\"Mobile Mapping, topographic assistance, civil engineering\",\"potentialAction\":[{\"@type\":\"SearchAction\",\"target\":{\"@type\":\"EntryPoint\",\"urlTemplate\":\"https:\/\/geodomusgroup.com\/en\/?s={search_term_string}\"},\"query-input\":{\"@type\":\"PropertyValueSpecification\",\"valueRequired\":true,\"valueName\":\"search_term_string\"}}],\"inLanguage\":\"en-GB\"}]}<\/script>\n<!-- \/ Yoast SEO plugin. -->","yoast_head_json":{"title":"Main experiences archive - Geo & Domus Group global site","robots":{"index":"index","follow":"follow","max-snippet":"max-snippet:-1","max-image-preview":"max-image-preview:large","max-video-preview":"max-video-preview:-1"},"canonical":"https:\/\/geodomusgroup.com\/en\/portfolio\/experiences-archive\/","og_locale":"en_GB","og_type":"article","og_title":"Main experiences archive - Geo & Domus Group global site","og_description":"Main experiences archive Main Experiences in the infrastructural topographic area CLIENT:PAVIMENTAL S.P.A. ASSIGNMENT: optimization design of the Dynamic platform CDP Nard\u00f2 Technical Center (LE) including Acceleration 1 and 2. establishing benchmarks for the survey and the subsequent management phase of 3D, polygonal scheme and precise leveling systems, survey with Trimble TX8 laser scanner and with […]","og_url":"https:\/\/geodomusgroup.com\/en\/portfolio\/experiences-archive\/","og_site_name":"Geo & Domus Group global site","article_modified_time":"2023-10-03T09:54:03+00:00","twitter_card":"summary_large_image","twitter_misc":{"Estimated reading time":"23 minutes"},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"WebPage","@id":"https:\/\/geodomusgroup.com\/en\/portfolio\/experiences-archive\/","url":"https:\/\/geodomusgroup.com\/en\/portfolio\/experiences-archive\/","name":"Main experiences archive - Geo & Domus Group global site","isPartOf":{"@id":"https:\/\/geodomusgroup.com\/en\/#website"},"datePublished":"2020-07-27T08:05:58+00:00","dateModified":"2023-10-03T09:54:03+00:00","breadcrumb":{"@id":"https:\/\/geodomusgroup.com\/en\/portfolio\/experiences-archive\/#breadcrumb"},"inLanguage":"en-GB","potentialAction":[{"@type":"ReadAction","target":["https:\/\/geodomusgroup.com\/en\/portfolio\/experiences-archive\/"]}]},{"@type":"BreadcrumbList","@id":"https:\/\/geodomusgroup.com\/en\/portfolio\/experiences-archive\/#breadcrumb","itemListElement":[{"@type":"ListItem","position":1,"name":"Home","item":"https:\/\/geodomusgroup.com\/en\/"},{"@type":"ListItem","position":2,"name":"Portfolio","item":"https:\/\/geodomusgroup.com\/en\/portfolio\/"},{"@type":"ListItem","position":3,"name":"Main experiences archive"}]},{"@type":"WebSite","@id":"https:\/\/geodomusgroup.com\/en\/#website","url":"https:\/\/geodomusgroup.com\/en\/","name":"Geo & Domus Group global site","description":"Mobile Mapping, topographic assistance, civil engineering","potentialAction":[{"@type":"SearchAction","target":{"@type":"EntryPoint","urlTemplate":"https:\/\/geodomusgroup.com\/en\/?s={search_term_string}"},"query-input":{"@type":"PropertyValueSpecification","valueRequired":true,"valueName":"search_term_string"}}],"inLanguage":"en-GB"}]}},"_links":{"self":[{"href":"https:\/\/geodomusgroup.com\/en\/wp-json\/wp\/v2\/pages\/1411","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/geodomusgroup.com\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/geodomusgroup.com\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/geodomusgroup.com\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/geodomusgroup.com\/en\/wp-json\/wp\/v2\/comments?post=1411"}],"version-history":[{"count":9,"href":"https:\/\/geodomusgroup.com\/en\/wp-json\/wp\/v2\/pages\/1411\/revisions"}],"predecessor-version":[{"id":2656,"href":"https:\/\/geodomusgroup.com\/en\/wp-json\/wp\/v2\/pages\/1411\/revisions\/2656"}],"up":[{"embeddable":true,"href":"https:\/\/geodomusgroup.com\/en\/wp-json\/wp\/v2\/pages\/54"}],"wp:attachment":[{"href":"https:\/\/geodomusgroup.com\/en\/wp-json\/wp\/v2\/media?parent=1411"}],"wp:term":[{"taxonomy":"dipi_cpt_category","embeddable":true,"href":"https:\/\/geodomusgroup.com\/en\/wp-json\/wp\/v2\/dipi_cpt_category?post=1411"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}} | | | | | | | | | | | | | | | | | | |