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E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT
<br />(Complete one Section E for each key person.)
<br />12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE
<br />Javier Jordan Sr. Structural Bridge Engineer and QCa. TOTAL b. WITH CURRENT FIRM
<br />htl an3nar 21 1 20
<br />15. FIRM NAME AND LOCATION (City and State)
<br />Pedelta Inc., Coral Gables, Florida
<br />16. EDUCATION (UE(iHEE AND SPECIALILAI ION) 1 /. CURREN I PRUFESSIUNAL KELiIS 11,A I IUN (S I A I t ANU UIZ IL lYLIr
<br />Ii Structural and Bridge Engineering Professional Engineer licensed in FL, Ontario, and Spain
<br />Technical University of Catalonia (1992)
<br />18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.)
<br />Member of IABSE
<br />19. RELEVANT PROJECTS
<br />AUTHORIZED FOR LOCAL REPRODUCTION
<br />19. RELEVANT PROJECTS
<br />58-
<br />STANDARD FORM 330 (6/2004) PAGE 5
<br />(1) TITLE AND LOCATION (City and State)
<br />(2) YEAR COMPLETED
<br />SERVICES
<br />CONSTRUCTION (ifappi.
<br />Garrison Crossing (formerly named Fort York Pedestrian & Cycle Bridges) in Toronto,PROFESSIONAL
<br />ON
<br />2019
<br />2019
<br />I-7(
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE IrJ Check if project performed with current firm
<br />Mr. Jordan was the structural design lead at Pedelta for this signature DB project for the City of Toronto. The project includes two
<br />a
<br />network tied arch bridges to cross the railway corridors. The bridges are designed in duplex stainless steel on the entire structure
<br />an unprecedented technical accomplishment in North America. The structure has an extended life cycle, is more corrosion -
<br />resistant and requires less maintenance, reducing its overall cost. Each bridge is supported by a single arch rib inclined outward to
<br />provide a slender, transparent, and elegant experience for users. The two arches tilt in opposite direction expressing a modern,
<br />understated, and elegant aesthetic.
<br />(1) TITLE AND LOCATION (City and State)
<br />2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES
<br />CONSTRUCTION (ifappt.
<br />Bridge at IH -10 over FM3182, Chambers County, TX
<br />2019
<br />On-going
<br />I-7(
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Q Check if project performed with current firm
<br />b.
<br />Pedelta has designed a six -lane, 1640 ft long bridge at IH -10 mainline over FM -3180 Rd. within the Texas Department of
<br />Transportation (TxDOT) Beaumont District. The 116 -ft wide superstructure uses Standard Pretensioned Concrete I -Girder
<br />superstructure. The bridge has 15 spans. The maximum span length is 125ft. The piers use prefabricated prestressed bents.
<br />Mr. Jordan is the structural designer of the bridge superstructure and reviewer of the substructure components.
<br />(1) TITLE AND LOCATION (City and State)
<br />2 YEAR COMPLETED
<br />PROFESSIONAL SERVICES
<br />CONSTRUCTION (ifappl.)
<br />Erection Procedures for Deck and Hanger Installation of the Walterdale Arch Bridge,
<br />Edmonton, AB
<br />2017
<br />2018
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE QCheck if project performed with current fine
<br />c.
<br />Mr. Jordan was the Senior Engineer for the erection of the deck and hangers' installation of the new Walterdale Bridge over the
<br />Saskatchewan River. The bridge has two 676 -ft thrust -arches, 177 -ft tall. The traffic deck has three lanes of northbound traffic with a
<br />separate shared -use path on the east side and a walkway on the west side. Pedelta was assigned to develop complete erection
<br />procedures, including drawings and structural calculations, for the traffic and pedestrian decks and hangers' installation.
<br />(1) TITLE AND LOCATION (City and State)
<br />(2) YEAR COMPLETED
<br />PROFESSIONAL SERVICES
<br />CONSTRUCTION (if appl.)
<br />Three Cable -Stayed Bridges in Oyala, Eq Guinea
<br />2013
<br />2014
<br />d
<br />(3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE IJ Check if project performed with current firm
<br />Mr. Jordan was the Senior Bridge Engineer for the feasibility study, conceptual and detailed designs, and technical assistance
<br />during construction of three Cable -Stayed bridges over the Wele River. The three similar bridges are cable stayed structures with 3
<br />spans of 90+244+90 ft with a steel -concrete 76 ft. wide deck.
<br />(1) TITLE AND LOCATION (City and State)
<br />(2) YEAR COMPLETED
<br />2019
<br />N/A
<br />FDOT-District 6 - Load Rating for Bridge # 874127 (FDOT D6), Miami, FL
<br />(3) BRIEF DESCRIPTION (Briefscope, size, cost, etc.) AND SPECIFIC ROLE 0 Check if project performed with current fine
<br />Mr. Jordan was the project Manager responsible for the Load Rating Evaluation Report for this existing bridge located along North
<br />e.
<br />Miami Avenue crossing Little River Canal, North of NW 85th ST. The bridge consists of concrete deck supported by steel beams
<br />with 4 spans of 22.3 ft each, simply supported. The load rating evaluation calculations were done using a refined analysis with
<br />SAP2000, Fagus, and proprietary worksheets. This contract also included field inspections to evaluate current conditions of the
<br />existing bridge.
<br />AUTHORIZED FOR LOCAL REPRODUCTION
<br />19. RELEVANT PROJECTS
<br />58-
<br />STANDARD FORM 330 (6/2004) PAGE 5
<br />
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