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AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (6/2004) PAGE 2 -56- (1) TITLE AND LOCATION (City and State) 2 YEAR COMPLETED PROFESSIONAL SERVICES I CONSTRUCTION (ifappl.) FDOT-District 6/MDX- SR -836/1-395 Project, Miami, FL. On- oin r� (3) BRIEF DESCRIPTION (Beef scope, size, cost, etc.) AND SPECIFIC ROLE OCheck if project performed with current firm c PEDELTA is responsible for Peer review/Independent Technical Reviewer of the category -2 substructure of four bridges at the SR - 836 from west of NW 17th AV. to 1-95 (Bridges 101 and 102). The review includes foundations, piers and 90 ft wide post -tensioned pier caps. The technical review includes independent structural checks with sophisticated structural modelling. Mr. Sobrino is responsible of the Peer Review. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (ifappl.) FDOT-District 6 - MacArthur Causeway East Bridge Rehabilitation, Miami, FL. 2016-2017 On-going d (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE 0 Check if project performed with current firm Senior Bridge Engineer/Team Leader of the Carbon Fiber Reinforced Polymer (CFRP) repairs for the MacArthur Causeway East Bridge (#870077). It is 2,155' long and has 34 prestressed concrete girder approach spans, 15 of them being 45' long and the remaining 19 being 65' long as well as 3 continuous steel girder main spans (70', 105', 70'). Mr. Sobrino was responsible for structural inspections and repair details for superstructure elements. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES I CONSTRUCTION(ifappl.) Trillizos Extradosed Bridges, La Paz, Bolivia 2010 2010 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE 0 Check if project performed with current firm e. Design of PC bridge in La Paz (Bolivia). They all are three -span extradosed concrete structures, with maximum span of 344 ft. They are built segmentally using a balanced cantilever method. The aesthetic, functional, environmental and construction aspects condition and define them. This project has been awarded with the 2012 Eugene C. Figg Medal for an outstanding achievement in bridge engineering that provides an icon to the community for which it was designed. Mr. Sobrino was responsible for the concept and detailed design. (1) TITLE AND LOCATION (City and State) 2 YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (ifappl.) Bridge at IH -10 over FM3182, Chambers County, TX 2019 On-going (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE 0 Check if project performed with current fine f. Pedelta has designed a six -lane, 1640 ft long bridge at IH -10 mainline over FM -3180 Rd. within the Texas Department of Transportation (TxDOT) Beaumont District. The 116 -ft wide superstructure uses Standard Pretensioned Concrete I -Girder superstructure. The bridge has 15 spans. The maximum span length is 125ft. The piers use prefabricated prestressed bents. Mr. Sobrino is the EOR of the bridge design. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (ifappl.) Viaduct over Ter River in Girona, Spain 2012 2015 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE 0 Check if project performed with current firm g. Mr. Sobrino is the EOR and was responsible for the feasibility study, conceptual and detailed designs, and technical assistance during construction of a new landmark bridge over the Ter River. The nine -span bridge consists of a continuous deck with an overall length of 485m. The main span length is 393ft and its deck is supported by a curved tied steel member between two pylons. This central curved tied member above the deck level splits into two branches over the side spans and creates two doorways. (1) TITLE AND LOCATION (City and State) (2) YEAR COMPLETED Cable -stayed bridge over the Magdalena River in Honda, Colombia PROFESSIONAL SERVICES CONSTRUCTION (ifappl.) 2017 I 2019 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE 0 Check if project performed with current firm h. Pedelta has been responsible for the feasibility study, conceptual and detailed design of a 1280 -ft long cable -stayed bridge over the Magdalena River in the city of Honda. The bridge has a main span of 787 -ft and two back spans of 246 -ft each. The deck is 16.3m wide, accommodates two traffic lanes and is suspended on two lateral cable planes. Juan participated in the feasibility study and concept design. Pedelta has also provided construction engineering services and technical support to the contractor. Mr. Sobrino was responsible for the feasibility study and conceptual design and review of final design. AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (6/2004) PAGE 2 -56-