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Mokelumne Aqueduct
Stockton, CA
Featured in ENR FEB. 1999 issue.
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16" Fundex piles installed
adjacent to operating aqueduct
50 ton service load
load test to 100 tons with 1/4" deflection.
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Avoidance of all vibration critical as aquaduct is main water supply for San Francisco bay area
25' deep cofferdam 40' piles in peat & sand
-Competitively bid against augercast
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MOUNTAIN CASCADE, INC.
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CH2MHILL
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GEI
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EBMUD
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Glorietta Bay
Coronado, CA
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16" Fundex piles for new community center and city hall. Designed for 70 ton service load, imbedded in hardpan bearing strata
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Project bid as driven precast and Fundex as alternate. Owner choose Fundex for avoidance of piledriving noise and cheaper price. High water table and running sands precluded drilled shafts. 414 piles installed on average 18/shift |
PCL CONSTRUCTION
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JOHN MARTIN & ASSOCIATES
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KLEINFELDER
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CITY OF CORONADO
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Glorietta Bay Phase II
Coronado, CA
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16" Fundex piles on beach for new community center's Olympic pool and pool building. Piles predrilled and imbedded 21ft into cemented sand bearing stratum. |
Owner sole-sourced Fundex after successful preformance of initial phase described above. Piledriving not permitted by noise restriction, high water table and running sands precluded drilled shafts. |
PCL CONSTRUCTION
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JOHN MARTIN & ASSOCIATES
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KLEINFELDER
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CITY OF CORONADO
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Marina Foods Store
San Mateo, CA
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16" Fundex piles designed for 130kip capacity for grocery store expansion. Piles installed through bay mud to 43ft depth in bearing stratum. |
Project originally planned as precast pile job; redesigned to Fundex to avoid noise and vibration issuses with City and neighborhood community.
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PINEWAVE CONSTRUCTION
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DOMINIC CHU CONSULTING SE
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KLEINFELDER
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MARINA FOODS
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Cal State University Long Beach
(CSULB) Parking Structure
Long Beach, CA
DSA REVIEW
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16" Fundex pile for new parking structure. Piles installed through 50ft of loose silty sand, with high water table into dense sand bearing strata.
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Competitively bid against drilled shaft design; awarded
based on cost, performance and avoidance of spoil.
Piledriving not permitted by noise restriction. Site
featured high water table and running sands.
PDA Tests confirmed 550 to 850 kips capacity
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BOMEL CONSTRUCTION
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WATRY DESIGN GROUP
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KLIENFELDER
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CALIFORNIA STATE UNIVERSITY
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2200 Mission St
San Francisco, CA
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16" Fundex piles designed for 120 kips
adjacent to BART tunnel.
Building to be retail at street level and
residences above
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Piledriving not allowed close to BART tunnel due to
vibration concerns. 14" PC piles driven elsewhere
onsite
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EICON
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SANTOS & URUTIA
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HAROLD LEWIS
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HAROLD H. HGO
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555 Mission
San Francisco, CA
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16" Fundex piles in lieu of 14" concrete piles
as a one for one replacement
Office building
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Used fundex piles adjacent to existing building to
avoid damage to building and disruption to people
in building.
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TURNER CONSTRUCTION
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MIDDLEBROOK & LOUIE
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TREADWELL & ROLLO
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TST MISSION ST LLC
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