The proof
Real projects, real numbers.
Every case study below is a published Ram Jack West project — with the actual pile counts, depths, and lifts. No stock photos, no vague claims. Filter to your area or your problem.
Across our published case studies
13 of 44 published case studies
62-Year-Old Seattle Home Recovery
A 1959 Seattle home revealed ~2.5" of settlement at purchase. 24 piles at 12–17 ft permanently supported it and passed Seattle's load testing.
Driven Piles Remedy Foundation Failure
A Seattle home had settled 2¾" where it met the front porch. 7 driven piles plus steel support lifted it and passed independent load testing by Redmond Geotechnical.
Seattle Seawall & Bulkhead Repair
A 30-year-old Seattle bulkhead bowed at mid-span from soil loss. Helical tiebacks, SW-RP1 injection, and carbon fiber restored it for ~80% less than replacement.
Washington Park Arboretum Loop Trail
24 helical piles supported two bridges on Seattle's environmentally sensitive Arboretum loop trail.
Durable Solution for Sloping Floors
A 91-year-old Renton home sat 4¼" low front-to-back. 17 helical piles + foam recovered ~3" in 6 days.
Lakefront Settlement, Bellevue
A Lake Sammamish home settled up to 5" from high water tables. 74 piles to 34 ft lifted it 4".
Innisglen Condominiums, Bellevue
Two HOA condo units settled 3.5". 42 helical piles recovered 2.75" and re-leveled doors, floors, and a pulling fireplace in 6 days.
40 Helical Piles, Tacoma Residence
Puyallup Tribal Housing: 40 helical piles + foam lifted a settling Tacoma home 3.5" ahead of a full remodel.
Support of Tacoma Home
A 1979 Tacoma home on a sloped lot settled 1.5". 4 helical + 3 driven piles plus carbon fiber straps stabilized the cracked stem wall.
Settled Residence, Cashmere
A Cashmere home dropped 2.5" near a creek. 4 helical piers re-leveled it in under 48 hours.
Gig Harbor Waterfront Seawall
A 115-ft Puget Sound seawall failing from soil loss: 11 helical tiebacks, 195 gal foam, drains, and 6 carbon fiber straps restored it.
Tacoma City Hall Seismic Upgrade
When helical piles couldn't reach torque in stiff soil, Ram Jack value-engineered a micropile solution with the geotechnical engineer for this civic seismic upgrade.
Vancouver Home Retaining Wall
19 steel H-beams with timber lagging leveled a sloped Vancouver, WA yard to the home's lower-floor elevation.
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