Installation Records For Every Pier
Depth, torque, final driving pressure and location are logged for each element, giving engineers and owners a verifiable record of what is under the building.

To restore and preserve the structures people depend on by transferring their loads to reliable soil and rock, with engineering discipline, careful installation and records that prove the work.
Who We Are
Invraplusinfrastructure.com is a foundation contractor specializing in underpinning, structural stabilization and deep foundation retrofit. We install helical piers, push piers, micropiles and grouted systems that transfer load from distressed footings to stable soil or bedrock, working from design drawings prepared by licensed engineers. Our crews are trained in torque-correlated helical installation, hydraulic push pier driving to refusal, drilling and grouting micropiles, and the lift-and-level procedures that follow. Every project includes documented installation records, so engineers and owners can verify depth, torque, capacity and final load.
Serving and neighboring regions, Invraplusinfrastructure.com works on residential, commercial, industrial and historic structures where soil movement, poor fill, expansive clay, erosion or nearby excavation has compromised the foundation. We perform our own installations rather than subcontracting the critical work, and we take the time to understand why the structure moved before proposing a fix. Our goal is lasting stability: addressing the cause, installing proven systems and leaving the building safer, level and ready for use.
Our Mission
To treat every foundation problem as a diagnosis first and a repair second, so the solution matches the cause and the building stays stable for decades.
Our Advantages
Depth, torque, final driving pressure and location are logged for each element, giving engineers and owners a verifiable record of what is under the building.
Controlled hydraulic lifting restores elevation gradually, protecting finishes and plumbing, with monitoring so movement stops where the engineer specifies.
We work from geotechnical data and stamped drawings, with capacities verified by installation torque, driving force or load testing as the design requires.
Many installations require no heavy demolition and little spoil removal, which keeps occupied buildings in use and reduces restoration costs afterward.
We examine drainage, soil moisture, utilities and original footing design, because stabilization fails when the cause of movement remains.
Compact rigs and hand-held equipment get deep foundations into basements, crawlspaces and tight alleys where large piling rigs cannot operate.
Access routes, excavation extents and reinstatement are agreed in advance, so the repair does not leave you with a landscaping project as well.
Drainage, soils, trees and loading are examined before piering, since treating the symptom of a plumbing leak leaves you with both problems.
Recovering elevation is only proposed where the structure can tolerate it, because lifting a rigid building can cause more damage than the settlement did.
From Our Desk

Diagonal, stair-step and horizontal cracks tell different stories. We outline how patterns hint at the cause of movement and when professional evaluation is needed.

Installation torque is a practical indicator of helical pier capacity. We explain correlation factors, limits and why load testing still matters on critical projects.

Adding a basement or building next to an existing structure demands careful underpinning, monitoring and communication. A look at sequencing and settlement thresholds.

Poor grading and downspout discharge saturate soils and erode support. Stabilization works best when water management is corrected alongside the piers.
Client Feedback
They explained why the building moved, not just how to prop it up. The piers were logged one by one, the lift was gradual, and the readings afterward gave our engineer exactly the confirmation she wanted.
Our neighbor was nervous about the excavation next to their wall. The underpinning sequence and monitoring plan kept everyone calm, and we never saw movement beyond the limits set in the design.
They got micropiles into a basement with barely any headroom and finished ahead of the plant outage. The paperwork was clean and accepted by our engineer without comments.
Request an evaluation and Invraplusinfrastructure.com will review the movement, coordinate with your engineer and outline a stabilization approach.

Every project begins with geotechnical data and engineered design, so pier depths, spacing and capacities are based on soil conditions and structure loads rather than guesswork or rule-of-thumb installations.
Our Services

Crack gauges, elevation surveys, tiltmeters and manometer readings that document movement before, during and after work. Monitoring informs design, verifies results and gives owners and neighbors confidence that the structure is stable.
Request a Quote
Polyurethane foam injection and low-mobility grout to fill voids, densify loose soils and lift settled slabs, floors and pavements. Injection points are laid out from survey data, and elevation is monitored with laser levels during the process.
Request a Quote
Compaction grouting, permeation grouting and chemical stabilization that improve load-bearing capacity beneath existing structures. Grout programs are designed by engineers and monitored for pressure, volume and heave to prevent damage during injection.
Request a Quote
Small-diameter, high-capacity drilled and grouted piles installed through fill, rubble or rock using compact rigs. Micropiles suit low-headroom spaces, restricted access, karst and variable soils, and can carry both compression and tension loads with steel casing and high-strength reinforcement.
Request a Quote
Anchoring, bracing and rebuilding of bowed, tilted or cracked foundation and retaining walls. Wall anchors, helical tiebacks and carbon fiber or steel reinforcement resist lateral soil pressure and stop progressive movement.
Request a Quote
Steel shafts with helical bearing plates are torqued into the ground until the installation torque correlates with the required capacity, then connected to the foundation with brackets or new cast-in-place caps. Helical piers install with minimal vibration, can be loaded immediately and work well for lighter structures, additions and tension applications.
Request a Quote
Steel piers hydraulically driven through weak soils using the structure weight as reaction until they reach bearing strata or refusal. Push piers verify capacity during installation and can often lift settled footings back toward original elevation, making them a strong choice for heavier buildings.
Request a Quote
Sequenced excavation and concrete placement beneath existing footings in alternating pits to deepen foundations for new basements, adjacent construction or bearing correction. Shoring, needling and monitoring protect the structure while each pit is dug, formed, poured and dry-packed.
Request a QuoteQuestions & Answers
In many cases partial or full recovery is possible using push piers or helical piers with hydraulic lift. The extent depends on structure stiffness and condition. Lifting is done gradually and monitored so finishes, plumbing and framing are not overstressed.
Micropiles work where access is tight, headroom is low, soils are variable or contain obstructions, or high capacities are needed in a small footprint. They are drilled and grouted, so they can penetrate fill, cobbles and rock that would stop other pier types.
Helical piers are screwed into the soil with torque and are verified by installation torque. Push piers are hydraulically driven using the structure weight as reaction. Helical piers suit lighter loads and tension applications, while push piers are often used for heavier structures.
We establish baseline elevations and crack gauges before work, then monitor during and after installation. Engineers compare readings over time to confirm stability. If movement continues, we investigate drainage, soil conditions or load changes that the repair did not address.
Underpinning generally involves localized excavations around the foundation and compact equipment. We protect landscaping where possible, backfill and compact the work areas, and plan access to minimize disruption to occupants and neighbors.
For structural underpinning, yes. A licensed engineer determines the cause, specifies the system and required capacity, and often reviews installation records. We work with your engineer or can coordinate with qualified firms we trust.
Request an evaluation and Invraplusinfrastructure.com will review the movement, coordinate with your engineer and outline a stabilization approach.

Excavating next door or adding a basement level? Our underpinning crews protect adjacent foundations with sequenced pit work, shoring and monitoring that keep neighboring structures stable during construction.
Projects & Case Studies

Micropiles installed through a plant floor to support heavy equipment after void formation and soil loss beneath the slab. Low-headroom rigs worked between production shifts, avoiding extended shutdowns.

A leaning retaining wall stabilized using helical tiebacks and reinforced footing piers. Drainage correction behind the wall reduced hydrostatic pressure and helped prevent recurrence of the movement.

Push piers driven to bearing strata beneath a settling masonry building with continuous monitoring during the lift. The structure was brought back toward level, and cracked finishes were repaired once movement had stopped.

Sequenced pit underpinning beneath an existing foundation to add headroom and a lower level. Shoring and settlement monitoring protected adjoining structures, and each pit was inspected before concrete placement.
Our Process
We inspect cracking and movement patterns, review geotechnical reports or borings, document elevations and work with your engineer to determine why the foundation moved.
The underpinning system, pier locations, required capacity, lift targets and monitoring plan are specified in drawings. We assist with permits and utility locates before mobilizing.
Piers or micropiles are installed to depth and capacity, each element is recorded, and brackets or caps are connected to the foundation under controlled loading.
Where specified, the structure is lifted and leveled, results are monitored, excavations are backfilled and compacted, and records are delivered for your files.
Track Record
Our Advantages
Depth, torque, final driving pressure and location are logged for each element, giving engineers and owners a verifiable record of what is under the building.
Controlled hydraulic lifting restores elevation gradually, protecting finishes and plumbing, with monitoring so movement stops where the engineer specifies.
We work from geotechnical data and stamped drawings, with capacities verified by installation torque, driving force or load testing as the design requires.
Many installations require no heavy demolition and little spoil removal, which keeps occupied buildings in use and reduces restoration costs afterward.
We examine drainage, soil moisture, utilities and original footing design, because stabilization fails when the cause of movement remains.
Compact rigs and hand-held equipment get deep foundations into basements, crawlspaces and tight alleys where large piling rigs cannot operate.
Access routes, excavation extents and reinstatement are agreed in advance, so the repair does not leave you with a landscaping project as well.
Drainage, soils, trees and loading are examined before piering, since treating the symptom of a plumbing leak leaves you with both problems.
Recovering elevation is only proposed where the structure can tolerate it, because lifting a rigid building can cause more damage than the settlement did.
Client Feedback
They explained why the building moved, not just how to prop it up. The piers were logged one by one, the lift was gradual, and the readings afterward gave our engineer exactly the confirmation she wanted.
Our neighbor was nervous about the excavation next to their wall. The underpinning sequence and monitoring plan kept everyone calm, and we never saw movement beyond the limits set in the design.
They got micropiles into a basement with barely any headroom and finished ahead of the plant outage. The paperwork was clean and accepted by our engineer without comments.
Request an evaluation and Invraplusinfrastructure.com will review the movement, coordinate with your engineer and outline a stabilization approach.

Engineered repair proposals follow an assessment within two weeks.
Questions & Answers
In many cases partial or full recovery is possible using push piers or helical piers with hydraulic lift. The extent depends on structure stiffness and condition. Lifting is done gradually and monitored so finishes, plumbing and framing are not overstressed.
Micropiles work where access is tight, headroom is low, soils are variable or contain obstructions, or high capacities are needed in a small footprint. They are drilled and grouted, so they can penetrate fill, cobbles and rock that would stop other pier types.
Helical piers are screwed into the soil with torque and are verified by installation torque. Push piers are hydraulically driven using the structure weight as reaction. Helical piers suit lighter loads and tension applications, while push piers are often used for heavier structures.
We establish baseline elevations and crack gauges before work, then monitor during and after installation. Engineers compare readings over time to confirm stability. If movement continues, we investigate drainage, soil conditions or load changes that the repair did not address.
Underpinning generally involves localized excavations around the foundation and compact equipment. We protect landscaping where possible, backfill and compact the work areas, and plan access to minimize disruption to occupants and neighbors.
For structural underpinning, yes. A licensed engineer determines the cause, specifies the system and required capacity, and often reviews installation records. We work with your engineer or can coordinate with qualified firms we trust.

Who We Are
Invraplusinfrastructure.com is a foundation contractor specializing in underpinning, structural stabilization and deep foundation retrofit. We install helical piers, push piers, micropiles and grouted systems that transfer load from distressed footings to stable soil or bedrock, working from design drawings prepared by licensed engineers. Our crews are trained in torque-correlated helical installation, hydraulic push
Request an evaluation and Invraplusinfrastructure.com will review the movement, coordinate with your engineer and outline a stabilization approach.

Contact
Engineered repair proposals follow an assessment within two weeks.
Questions & Answers
Engineered repair proposals follow an assessment within two weeks.
Read MoreIn many cases partial or full recovery is possible using push piers or helical piers with hydraulic lift. The extent depends on structure stiffness and condition. Lifting is done gradually and monitored so finishes, plumbing and framing are not overstressed.
Micropiles work where access is tight, headroom is low, soils are variable or contain obstructions, or high capacities are needed in a small footprint. They are drilled and grouted, so they can penetrate fill, cobbles and rock that would stop other pier types.
Helical piers are screwed into the soil with torque and are verified by installation torque. Push piers are hydraulically driven using the structure weight as reaction. Helical piers suit lighter loads and tension applications, while push piers are often used for heavier structures.
We establish baseline elevations and crack gauges before work, then monitor during and after installation. Engineers compare readings over time to confirm stability. If movement continues, we investigate drainage, soil conditions or load changes that the repair did not address.
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Engineer-Backed Designs
We transfer building loads past weak, settling or disturbed soils to competent strata using helical piers, push piers and micropiles, stopping movement and restoring support beneath existing structures.


Track Record
Projects & Case Studies
Industrial FacilitiesMicropiles installed through a plant floor to support heavy equipment after void formation and soil loss beneath the slab. Low-headroom rigs worked between production shifts, avoiding extended shutdowns.
View Details
Retaining StructuresA leaning retaining wall stabilized using helical tiebacks and reinforced footing piers. Drainage correction behind the wall reduced hydrostatic pressure and helped prevent recurrence of the movement.
View Details
Structural StabilizationPush piers driven to bearing strata beneath a settling masonry building with continuous monitoring during the lift. The structure was brought back toward level, and cracked finishes were repaired once movement had stopped.
View Details
Basement ConstructionSequenced pit underpinning beneath an existing foundation to add headroom and a lower level. Shoring and settlement monitoring protected adjoining structures, and each pit was inspected before concrete placement.
View DetailsOur Services
Crack gauges, elevation surveys, tiltmeters and manometer readings that document movement before, during and after work. Monitoring informs design, verifies results and gives owners and neighbors confidence tha
View DetailsPolyurethane foam injection and low-mobility grout to fill voids, densify loose soils and lift settled slabs, floors and pavements. Injection points are laid out from survey data, and elevation is monitored wit
View DetailsCompaction grouting, permeation grouting and chemical stabilization that improve load-bearing capacity beneath existing structures. Grout programs are designed by engineers and monitored for pressure, volume an
View DetailsSmall-diameter, high-capacity drilled and grouted piles installed through fill, rubble or rock using compact rigs. Micropiles suit low-headroom spaces, restricted access, karst and variable soils, and can carry
View DetailsAnchoring, bracing and rebuilding of bowed, tilted or cracked foundation and retaining walls. Wall anchors, helical tiebacks and carbon fiber or steel reinforcement resist lateral soil pressure and stop progres
View DetailsSteel shafts with helical bearing plates are torqued into the ground until the installation torque correlates with the required capacity, then connected to the foundation with brackets or new cast-in-place caps
View DetailsOur Process
We inspect cracking and movement patterns, review geotechnical reports or borings, document elevations and work with your engineer to determine why the foundation moved.
The underpinning system, pier locations, required capacity, lift targets and monitoring plan are specified in drawings. We assist with permits and utility locates before mobilizing.
Piers or micropiles are installed to depth and capacity, each element is recorded, and brackets or caps are connected to the foundation under controlled loading.
Where specified, the structure is lifted and leveled, results are monitored, excavations are backfilled and compacted, and records are delivered for your files.
Our Advantages
Depth, torque, final driving pressure and location are logged for each element, giving engineers and owners a verifiable record of what is under the building.
Controlled hydraulic lifting restores elevation gradually, protecting finishes and plumbing, with monitoring so movement stops where the engineer specifies.
We work from geotechnical data and stamped drawings, with capacities verified by installation torque, driving force or load testing as the design requires.
Many installations require no heavy demolition and little spoil removal, which keeps occupied buildings in use and reduces restoration costs afterward.
We examine drainage, soil moisture, utilities and original footing design, because stabilization fails when the cause of movement remains.
Compact rigs and hand-held equipment get deep foundations into basements, crawlspaces and tight alleys where large piling rigs cannot operate.
Access routes, excavation extents and reinstatement are agreed in advance, so the repair does not leave you with a landscaping project as well.
Drainage, soils, trees and loading are examined before piering, since treating the symptom of a plumbing leak leaves you with both problems.
Recovering elevation is only proposed where the structure can tolerate it, because lifting a rigid building can cause more damage than the settlement did.
Client Feedback
They explained why the building moved, not just how to prop it up. The piers were logged one by one, the lift was gradual, and the readings afterward gave our engineer exactly the confirmation she wanted.
Our neighbor was nervous about the excavation next to their wall. The underpinning sequence and monitoring plan kept everyone calm, and we never saw movement beyond the limits set in the design.
They got micropiles into a basement with barely any headroom and finished ahead of the plant outage. The paperwork was clean and accepted by our engineer without comments.
Compliance
Installation records with torque or pressure are kept for every pier.
From Our Desk

Diagonal, stair-step and horizontal cracks tell different stories. We outline how patterns hint at the cause of movement and when professional evaluation is needed.

Installation torque is a practical indicator of helical pier capacity. We explain correlation factors, limits and why load testing still matters on critical projects.

Adding a basement or building next to an existing structure demands careful underpinning, monitoring and communication. A look at sequencing and settlement thresholds.

Poor grading and downspout discharge saturate soils and erode support. Stabilization works best when water management is corrected alongside the piers.
Request an evaluation and Invraplusinfrastructure.com will review the movement, coordinate with your engineer and outline a stabilization approach.