New Gerald Desmond

Long Beach, California, US, 2017-2018

Clients Musick Peeler & Garrett LPP, FCC – Shimmick –Salini Impregilo JV

The New Gerald Desmond cable stayed bridge will replace, with a main span of 410 m and a clearance of over 60 m, the existing steel arch truss. Scope of work comprised in a first instance the preparation of an expert witness report on the design of the composite bridge deck, featuring a post tensioned lightweight concrete slab. In a second phase E.D.In. carried out an independent check of the erection stages, with an “over the shoulder review” carried out at the offices of the designer ARUP in New York.

Desmond
Desmond
Desmond
Desmond
Desmond
Desmond
EDIN S.r.l.

E.D.IN. Ltd.
Consulting Engineers

Via Casilina, 3/t
00182 - ROMA
Phone.: +39 06 5452591
Fax.: +39 06 54525939
Email: info@ediningegneria.com
Vat Number: 01275921003
Codice Fiscale: 04016070585


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