Abstract

Berths 196-199 at the Port of Los Angeles (POLA) are utilized as an auto terminal with an extensive railyard for loading/unloading of auto racks. Due to existing conditions and structure age, rehabilitation is required. Rehabilitation consists of approximately 60 timber piles and 1,600 joists undergoing repair, in-kind replacement, or upgrade; concrete wharf repairs to replace approximately 120,230 sf of asphalt concrete; restoring load carrying capacity to 500 psf (axial pile capacity is the limiting factor); and upgrading vehicle load from small truck to standard class highway loading (HS-20). In addition, an under-wharf inspection found all utility pipes (except waterlines) under deck are no longer in use and contaminated with hazardous materials, and the potable water lines are in need of replacement. This paper discusses the challenges faced in rehabilitating a 30+ year old wharf with differing structural elements, including abatement and removal of contaminated utility pipes, while maintaining operational capacity.

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Published In

Go to Ports 2016
Ports 2016
Pages: 697 - 704

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Published online: Jun 7, 2016

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P.E., S.E.
Sr. Structural Engineer, Port of Los Angeles, 425 S. Palos Verdes St., San Pedro, CA 90733. E-mail: [email protected]
Civil Engineer Associate, Port of Los Angeles, 425 S. Palos Verdes St., San Pedro, CA 90733. E-mail: [email protected]
O. Jaradat, Ph.D., M.ASCE [email protected]
P.E., D.PE
Technical Director, Moffatt and Nichol, 3780 Kilroy Airport Way, Ste. 600, Long Beach, CA 90806. E-mail: [email protected]
P.E.
Project Manager, AECOM, 310 Golden Shore, Long Beach, CA 90802. E-mail: [email protected]
K. Arulmoli, Ph.D., F.ASCE [email protected]
G.E.
Principal, Earth Mechanics, Inc., 17800 Newhope St., Ste. B, Fountain Valley, CA 92708. E-mail: [email protected]

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