Fundex Job List
| SPECIALTY PILING PROJECTS FUNDEX CIP CONCRETE PILES |
|
PROJECT/ |
PILE APPLICATION/ STRUCTURE Qty/Size/Capacity |
BENEFIT/ADVANTAGE | CONTRACTOR |
STRUCTURAL
ENGINEER
|
GEOTECHNICAL ENGINEER |
OWNER |
|
Mokelumne Aqueduct Featured in ENR FEB. 1999 issue. |
16" Fundex piles installed |
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 |
MOUNTAIN CASCADE, INC. |
CH2MHILL |
GEI |
EBMUD
|
|
Glorietta Bay
|
16" Fundex piles for new community center and city hall. Designed for 70 ton service load, imbedded in hardpan bearing strata |
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 |
JOHN MARTIN & ASSOCIATES |
KLEINFELDER |
CITY OF CORONADO |
|
Glorietta Bay Phase II Coronado, CA |
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 |
JOHN MARTIN & ASSOCIATES |
KLEINFELDER |
CITY OF CORONADO |
|
Marina Foods Store San Mateo, CA |
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. |
PINEWAVE CONSTRUCTION |
DOMINIC CHU CONSULTING SE |
KLEINFELDER |
MARINA FOODS |
|
Cal State University Long Beach Long Beach, CA DSA REVIEW |
16" Fundex pile for new parking structure. Piles installed through 50ft of loose silty sand, with high water table into dense sand bearing strata. |
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 |
BOMEL CONSTRUCTION |
WATRY DESIGN GROUP |
KLIENFELDER |
CALIFORNIA STATE UNIVERSITY |
|
2200 Mission St
San Francisco, CA |
16" Fundex piles designed for 120 kips adjacent to BART tunnel. Building to be retail at street level and residences above |
Piledriving not allowed close to BART tunnel due to vibration concerns. 14" PC piles driven elsewhere onsite |
EICON |
SANTOS & URUTIA |
HAROLD LEWIS |
HAROLD H. HGO |
|
555 Mission
|
16" Fundex piles in lieu of 14" concrete piles as a one for one replacement Office building |
Used fundex piles adjacent to existing building to avoid damage to building and disruption to people in building. |
TURNER CONSTRUCTION |
MIDDLEBROOK & LOUIE |
TREADWELL & ROLLO |
TST MISSION ST LLC |
