Structural Restoration La Pedrera

Sector: Building
Client: Francisco Asarta and Robert Brufau
Years: 1994 – 1996


Architectural and structural design for the rehabilitation of one of Antoni Gaudí’s masterpieces, the emblematic Casa Milà building (also known as La Pedrera).

The design followed the methodology of the original project designed by Gaudí, based on the catenary method, although it benefited from modern technologies. These made it possible not only to understand the source of the problems needing repairs, but also to be true to its unique spirit without compromising the concept of the original design.


CCIB - International Conference Centre of Barcelona

Sector: Building
Client: Josep Lluís Mateo
Years: 2002 – 2004


New conference centre for the city of Barcelona. Its design included the creation of a 150 x 90 metre space that has large box-section portal frames instead of columns. These frames with lattice walls and two pins at the base were placed every 15 metres.

Tensions arising between two supports are absorbed by post-tensioned tendons that join them together in a longitudinal direction. There is a system of beams and battens supporting the composite steel deck slab for the roof.

 ccib web

Hotel Arts Barcelona

Sector: Building
Client: Skidmore, Owings & Merrill (SOM) and Frank O. Ghery
Years: 1988 – 1993


Design of one of the first high-rise buildings in the city of Barcelona in collaboration with the studios of SOM, Frank O. Ghery and GCA. The hotel has 44 floors and it is 154 metres high.

The structure is defined by exposed steel elements on the facade that also contain the bracing to ensure the building is horizontally stable. The interior is composed of a steel structure with a composite steel deck floor.

As there was hardly any prior experience of this type of buildings in Barcelona, especially on the seafront, innovative design systems and on-site load validation had to be used.

Hotel Arts 2

Las Arenas Retail and Leisure Centre

Sector: Building
Client: Richard Rogers and   Alonso-Balaguer
Years: 2002 – 2011


Refurbishment of the former Las Arenas bullring to transform it into a new retail and leisure centre in Barcelona.

Among other issues, the project included keeping and shoring the protected facade while the new five-floor basement was constructed, as well as the design of a multifunctional space in the roof, which is only supported by four tree-shaped columns.

The space is topped by a wooden dome that is 80 metres in diameter.

The planning of the construction process had to take the proximity of the metro lines into account.


MACBA – Contemporary Art Museum of Barcelona

Sector: Building
Client: Richard Meier & Partners
Years: 1988 – 1994
Description: Right in the heart of the Raval district in Barcelona, the MACBA is a construction where open-plan spaces and light, which give prominence to core areas and itineraries, alternate with the more introverted and spatially controlled areas containing the exhibitions.

MNAC - National Palace of Montjuïc, Barcelona

Sector: Building
Client: Gae Aulenti, Enric Steegman and Josep Benedito
Years: 1989 – 2006
Description: Refurbishment and consolidation of the building constructed for the 1929 Barcelona International Exposition to house the National Art Museum of Catalonia.

Given the diverse structural types in the initial construction, a wide variety of construction methods had to be employed for the reinforcement works, including widening girders, lining vaults and the systematic creation of suspended floors supported by the original caisson foundation.

However, the most exceptional part of the project was the need for expansion joints in a building over 200 m long that did not have any, which is why it had cracks that were sometimes more than 10 cm wide. For that reason, walls up to 20 m high had to be cut from top to bottom using a continuous wire saw, and the dome above the great hall was cut into eight sections.


Olympic Basketball Arena, Badalona

Sector: Building
Client: Esteve Bonell and Francesc Rius
Years: 1990 – 1992


Design of the Olympic basketball arena for the 1992 Olympics in Barcelona.

One of its most important design features is the elliptical roof with spans of up to 120 metres. It comprises a main post-tensioned central girder with a variable depth (up to 15 metres) supporting the transverse beams designed as Fink trusses with spans between 40 and 80 metres.

The court and attached facilities are located below ground level; the platforms for the warm-up courts and other facilities are supported by concentric-depth beams spanning 18 metres.


Agbar Tower Barcelona

Sector: Building
Client: Jean Nouvel and b720 Arquitectos
Years: 2002- 2004
Description: Design of a 145-m high circular office tower whose main feature is the reinforced concrete load-bearing facade with an “unconventional” distribution of openings; it has become one of the city’s key landmarks.

The floor frame comprises a steel structure and suspended floor supported by the facade and the central core area.

The top floors stand out as the structural floors cantilever from the central core support with spans of up to 12 metres.

The facade structure in this top area is made of steel.


Foredeck Building, America’s Cup 2007, at the Port of Valencia

Sector: Building
Client: David Chipperfield and Fermín Vázquez and b720 Arquitectos
Years: 2005 – 2006
Description: The design of this emblematic building at the Port of Valencia is based on the concept of four floating structural floors supported only by four core areas giving rise to spans of 30 metres and cantilevers of up to 12 metres. The structural solution includes post-tensioned composite slabs with a depth of 1 m.

The design team had to adhere to a very short time frame, since they had only 14 months from the award of the tender contract to establish the structure on-site.



Bus lane on the C-58 motorway

Sector: Transport
Client: GISA, Gestió d’Infraestructures, S.A.U.
Years: 2006 – 2012
Description: Consultancy and works direction for the construction of two separated lanes between the C-33 and C-58 motorways from Avenida Meridiana in Barcelona to Ripollet. These two lanes are reserved exclusively for use by buses and high-occupancy vehicles (HOVs).

The construction of the new lanes involved moving the two C-33 and C-58 carriageways sideways, expansion of existing structures, construction of new structures and walls and traffic control systems.


Wastewater treatment facilities

Sector: Water
Client: Agencia Catalana de l’Aigua
Years: 2010 – 2011
Description: Technical Advisory Services and Operation and Maintenance Control of the wastewater treatment facilities financed by the sewer system plan of Catalonia. Girona area.

Monitoring, control and technical advisory services concerning operating companies’ management of sewer systems (wastewater treatment plants, pump stations and trunk sewer system) in the Girona area.

The scope and main lines of the works are as follows:

  • Control of WWTP biological processes.
  • Inspection and check of maintenance of installed equipment.
  • Identification of trunk sewer systems.
  • Analysis of improvements to be made in sewer system facilities.

High-Speed Line Barcelona - Madrid. Can Tunis Sector

Sector: Civil Engineering Work
Client: ADIF
Years: 2001 – 2007
Description: Section   trackbed works: Sant Joan Despí – Can Tunis of the Madrid – Saragossa – Barcelona – French Border High-Speed Line

This is an 8-km section of high-speed line trackbed in a heavily developed area with a high density of utilities and high-capacity roads. The section includes three viaducts which are 522, 477 and 180 m long, a designer footbridge, which is 520 m long, a 1,500-m long tunnel, two emergency evacuation shafts and a pumping shaft for 3.50 m3/s.


East Coast to France Highway via Aragon

Sector: Transport
Client: Ministry of Development
Years: 1998 – 2000


East Coast to France Highway via Aragon. Section: Teruel – Saragossa. Subsection: Escandón – Teruel (North)

The section in question was designed as a new-build highway; its trunk section is 16.625 km long, between kilometre points 101.2 and 117.8 of the future A-23 highway, which corresponds approximately with kilometre points 108 and 125 of the current N-234 road. In addition, three junctions and 29 roadways were designed to reinstate minor and service roads. The proposed solution was a highway with separated roadbeds and a design speed of 120 km/h.

FGC Terrassa (Catalonian Railway)

Sector: Transport
Client: GISA, Gestió d’Infraestructures, S.A.U.
Years: 2008 – 2011
Description: Management of work to extend the FGC (Catalonian Railway) in Terrassa. Track infrastructure and superstructure, overhead contact line and electrification. Section: Terrassa-Rambla/Can Roca tunnel and Renfe and Can Roca interchange stations.

Construction of three new stations (UPC-Vallparadís, Renfe interchange and Can Roca) joined by two single-track tunnels that are 4 m long. Each tunnel was constructed with a TBM that excavated 3,100 m. The inside diameter of the tunnels is 6.00 m. A working shaft was constructed to operate the tunnels, which will be used for train storage.


Metro Line 9. First section. New El Prat bypass

Sector: Transport
Client: GISA
Years: 2003 – 2007
Description: Detailed design (outline proposals and designs) of the first section of Metro Line 9, which is a new line for the Barcelona conurbation. This work was outlined in the 2001–2010 infrastructure master plan for public transport. Overall it is 44 km long from the El Prat airport to Badalona and Santa Coloma de Gramanet.

The project only included the civil engineering of the tunnel, stations, ventilation shafts and emergency exits.


General improvement. Les Masies de Voltregà bypass. c-37 road

Sector: Transport
Client: GISA
Years: 2003 – 2004


The C-17 road (former N-152 road from Barcelona to Puigcerdà) is one of the most important corridors connecting the metropolitan area of Barcelona with the Pyrenees. The project started at the junction between the C-37 and C-17 roads in the municipality of Les Masies de Voltregà. From this point the C-37 road was doubled to the BV-4608. This dual carriageway section coincides with the Vic – Olot and Vic – Ripoll corridors to the west of the existing road. The fork for the C-17 and C-37 roads starts at 1+000 and the number of lanes increases from two to three in both traffic directions.

From the previous junction, the new bypass continues as a two-lane dual carriageway crossing the River Ter over a bridge that is 291.50 m long and 24 m wide, and which ensures enough depth for a flood return period of 500 years.

The section continues to connect with the Sant Hipòlit de Voltregà road with a junction formed by two roundabouts that are 40 m in diameter and a viaduct forming a flyover. Next, the dual carriageway crosses the Riera de Vinyoles with a 76.95-m long bridge. With a curve of 530 m radius, the bypass continues until it connects with the C-17 and BV-5225 roads and Torelló junction by means of a roundabout and two underpasses.


A-24 Highway: Lleida – Huesca. Section: Monzón Bypass.

Sector: Transport
Client: Ministry of Public Works and Transport
Years: 2002 – 2003


The Monzón bypass is a section of highway from Lleida to Huesca that is 12.06 km long. Its cross-section is two carriageways each with two lanes. Its horizontal and vertical alignment parameters classify it as an AV-100 with a circulation speed of 100 km/h.

The Monzón bypass is of special interest for diverting passing traffic from the N-240 road given the traffic congestion problems and hold-ups occurring at the Monzón crossing. The problem with the Monzón crossing on the N-240 road, where local traffic mixes with passing traffic, is aggravated by the fact that a Monzón street with traffic lights and the local roads A-1236 from Monzón to Fonz and A-1237 from Monzón to Almunia de San Juan all meet with the N-240 at this point.


Redevelopment of Plaça Cerdà in Barcelona

Sector: Civil Engineering Work
Client: Barcelona Regional
Years: 1997 – 2000
Description: Consultancy, Design and Project Management for the Redevelopment of Plaça Cerdà, a heavily developed area, which links two of the main arterial roads in Barcelona. The project included over 6,000 m2 of structures and 1.2 km of municipal sewers and 150,000 m2 of works in total.

Highway Layout and Detailed Designs

Sector: Transport
Client: Ministry of Public Works and Transport
Years: 2007 – 2008
Description: Monitoring, checking and producing reports before the supervision of “Highway Layout and Detailed Designs: A-32, Linares – Albacete; A-14, Lleida – French Border; LO-20 and N-232 connection with the Pamplona – Logroño highway and works in an urban area, Code: PR-508/06”

The purpose of contract PR-508/06 is the provision of technical assistance services for the unit previously known as the Sub-directorate General of Projects and Construction to monitor, check and produce reports before the supervision of layout and detailed designs included in the following itineraries:

  • A-32 highway. Linares – Albacete
  • A-14 highway. Lleida – French Border
  • LO-20 and N-232 connection with Pamplona – Logroño highway
  • Works in an urban area

Improvement of the N-152 Ribes de Freser – La Molina road layout

Sector: Civil Engineering Work
Client: Directorate General of Highways. Ministry of Public Works and Transport
Years: 2008 – 2010
Description: Improvement of the N-152 Ribes de Freser – La Molina road layout. Section: Ribes de Freser bypass, kilometre point 0.000 to 2.800.

The CN-152 road bypass of the town of Ribes increases road safety in the area. The design speed is 60 km/h for the new Ribes de Freser bypass, with a carriageway (1+1) width of 7 m (two 3.50-m lanes) and hard shoulders 1 m wide. The most characteristic parts of this project are: two junctions with the CN-152 road; Ribes tunnel (approximately 1,525 m long); 1 viaduct over the RENFE Barcelona – Puigcerdà railway line.



Inspection of storage tanks

Sector: Oil&Gas
Client: CLH SA
Years: 2013
Description: In 2013, ICIASA inspected over 100 storage tanks at the various storage plants owned by the company CLH in Spain.

The work comprised verifying structural integrity with non-destructive tests and inspecting components. Given that there are several types of storage structures whose construction details differ, the inspections and tests had to be adapted to each plant and its particular characteristics.


Oil pipeline inspection and maintenance

Sector: OIL & GAS
Client: CLH SA
Years: 2011
Description: ICIASA was responsible for inspecting the oil pipeline belonging to the company CLH during maintenance tasks as a result of incidents that had occurred at over 450 points in Spain throughout 2011.

The works comprised inspections and non-destructive testing of the affected section and on the outer perimeter of the pipe to determine possible causes of the malfunction and to assist in finding solutions.


Refurbishment of the retail space in the building at Passeig de Gràcia, Apple Store

Sector: Building
Client: Building owner (EDIFITECH)
Years: 2011
Description: BAC provided quality control for the project, and project management as well. The quality control tasks largely comprised strict on- and off-site checks of the reinforcing steel structure, which were implemented using several techniques:

  • Visual inspection of welded joints.
  • Geometric control of the steel structure.
  • Inspection of welded joints using magnetic particles
  • Inspection of welded joints using ultrasound
  • Visual inspection of screwed joints and verification of the tightening torque

Quality Control: Doubling of c-25 road – Eix Transversal

Sector: Transport
Client: ACSA Infraestructuras, Construcciones RUBAU and UTE STA Mª OLÓ – GURB
Years: 2010 – 1012
Description: Road corridor between Aguilar de Segarra (Lleida) and Calldetenes (Girona) of vital importance for road transport connecting the main capital cities of the provinces in Catalonia. It links Lleida with the inland capitals of Catalonia and the province of Girona. The project was divided into nine sections, and BOMA INPASA was responsible for the quality control in four of them. The project included numerous new viaducts and tunnels, as well as 200 km of carriageway doubling.

At their laboratory in central Catalonia, BAC studied and inspected materials for numerous project components.


Cornellà El Prat stadium

Sector: Building / Urban Development
Years: 2003 – 2009
Description: The stadium has a capacity of over 40,000 spectators and a surface area of 182,000 m2. BAC controlled materials and conducted tests and inspections of all the works for both the stadium structure and the development of public areas near the sports arena.

BAC’s work largely comprised the control of earthworks, concrete and other materials used to construct the new stadium and its access areas.


Quality control of the works for Line 9 of Barcelona Metro. 1st Section: Airport to Logistics Park

Sector: Transport
Client: Infraestructures de la Generalitat de Catalunya SA
Year started: 2013 – Under Construction
Description: As part of the expansion of the transport network in the city of Barcelona, the metro line 9 was designed to link Barcelona airport with the city and to then extend to the locality of Santa Coloma de Gramenet. Once this ambitious project is completed, it will be the longest metro line in Europe, with 47.8 km of track and 52 stations, of which eight are currently operational.

BAC’s work comprises the inspection and testing of all the installation elements at the stations and the escape shafts in the contracted section.

The company checks the procedures provided by the client in components installed throughout the section, as well as the correct operation and implementation of electrical installation, fire protection and ventilation structures, among others.


Adaptation of infrastructures for sports activities in the Palau Sant Jordi in Barcelona: Catwalk

Sector: Building
Client: Barcelona de Serveis Municipals (B:SM)
Years: 2012
Description: Preliminary project entailing the analysis of the condition of the Catwalk structure in Palau Sant Jordi in Barcelona, which is used for holding concerts and other types of events in the complex. Tests, inspections and trials were conducted on the structure, which originally dates from when the Palau was first built.

Next the quality of the structure reinforcement was checked by inspectors specialising in rope access surveys. The new scoreboard, new expandable rows of seating and the public address system in the Palau were also checked.

These projects were included in the overall project to adapt the complex to the new events that will be held there.


Improvement of the East Sea Wall Phase 1

Sector: Transport
Client: Autoritat Portuària de Barcelona
Years: 2011
Description: Phase 1 consisted of the demolition of the existing pavement, footway and wall and the construction of a new superstructure with a clear width of 5.20 m. It also included the placement of breakwaters on the top area as necessary. It was connected to the existing walkway by a ramp 5.20 m wide and 40 m long.

In this phase, BAC checked compaction using measurement equipment (nuclear and plate bearing methods) to determine the degree of compaction attained and identify the materials used. They also checked concrete and corrugated steel.

The purpose of phase 2 of the project consisted of constructing the slopes and protection bases for the Dique Este, as well as a rock-fill base and slope only up to level -4.50.

BAC was responsible for identifying the materials used for the rock fill, on the one hand, and, on the other, conducting tests to monitor and ensure the suitability of the sands, aggregates and cement used for the 5,712 concrete blocks manufactured at the concrete plant established on-site by the construction company.


Construction of a high-rise residential building, Torre Anida, in Hospitalet de Llobregat

Sector: Building
Client: Construcciones PAI
Years: 2012 – 2014
Description: This residential complex is sited in the Plaza de Europa, one of the areas undergoing rapid expansion and redevelopment in the metropolitan area of Barcelona. It is next to a large retail area, an office area, the Fira de Barcelona trade fair complex, the Bellvitge hospital complex and the architectural development Ciutat de la Justicia.

Work on the construction of the Torre Anida residential tower, which was halted in 2008, was restarted in October 2012. The works comprised the analysis and assessment of the current condition of the previously built structure before continuing with the construction of the building with the aim of detecting any structural problems or deficiencies.

Afterwards, the company was responsible for the quality control of the project by checking the concrete used, inspecting the joints in the steel structure and controlling the facilities implemented in the building.