Foundation design in San Bernardino demands a rigorous understanding of the region's complex geology, shaped by the San Andreas and San Jacinto fault systems. Our geotechnical services address the challenges of alluvial fan deposits, liquefiable sands, and the potential for significant seismic activity, ensuring compliance with the 2022 California Building Code (CBC) and local city amendments. A thorough investigation is the critical first step, moving beyond simple borings to characterize the dynamic behavior of the subsurface materials that will support your structure.
We employ a suite of standardized In-Situ methods to derive engineering parameters in full accordance with ASTM International standards. Our field programs often combine the SPT (Standard Penetration Test) per ASTM D1586 with advanced CPT (Cone Penetration Test) per ASTM D5778 to create a continuous profile of soil behavior, which is essential for identifying thin, liquefiable layers. This data is further refined with specialized techniques like the Flat Dilatometer Test (DMT) and the Ménard pressuremeter test (PMT), which directly measure soil stiffness and deformation characteristics for settlement analysis under heavy structural loads.
This rigorous data collection directly supports the design of foundations for San Bernardino's most demanding projects, from logistics warehouses in the AllianceCalifornia district to essential public safety facilities and transportation overpasses. For projects where soil compaction is critical, such as engineered fills beneath slab-on-grade foundations, we verify density with the field density test (sand cone method) per ASTM D1556. When undisturbed strength parameters are required for advanced laboratory testing, our crews utilize undisturbed sampling (Shelby tube) techniques per ASTM D1587, preserving the soil fabric to accurately model settlement and shear strength.
The final deliverable is a geotechnical report providing clear, actionable recommendations for foundation type, allowable bearing pressures, and lateral earth pressures, translating complex data into constructible solutions. Our process, from initial site reconnaissance to final reporting, is built to manage the local permitting pathway with the City of San Bernardino. We provide the critical engineering data that allows structural designers to mitigate the risk of differential settlement and seismic damage, ensuring your foundation is a resilient, long-term asset.
Post-tensioned anchors with lock-off load testing, creep monitoring, and corrosion protection per PTI DC35.1. Suitable for permanent tieback walls and excavation support where displacement must be minimized.
Grouted deadman anchors for temporary shoring or low-displacement applications. We size the passive block based on passive earth pressure and verify capacity with field pull-out tests.
ASCE 7-22 Chapter 15 (Seismic anchor loads), IBC 2021 Section 1810 (Anchor corrosion protection), PTI DC35.1-19 (Post-tensioning anchor design), ASTM D1586-18 (SPT for bond stress correlation)
Active anchors are post-tensioned to a preload, typically 60–80% of ultimate capacity, and actively resist movement. Passive anchors rely on the deadman block or grouted tendon to mobilize resistance once the wall displaces. In San Bernardino's alluvial soils, active anchors are preferred for permanent walls because they limit wall movement to less than 25 mm, while passive anchors allow 50–75 mm of displacement before full mobilization.
Groundwater in San Bernardino can rise 6–10 meters during winter, reducing bond stress in alluvial sands by up to 40%. We design for the worst-case saturated condition, using a bond stress reduction factor of 0.6 for submerged anchor lengths. For passive anchors, the deadman block must be placed below the seasonal high water table to avoid buoyancy uplift.
Anchor design and testing in San Bernardino typically ranges between US$920 and US$4,260 per anchor, depending on depth, load capacity, and corrosion protection class. A full design package for a 30-anchor wall runs US$12,000–US$25,000, including pull-out verification.
Yes. The San Jacinto fault produces a near-field velocity pulse that can double anchor demand. We run a nonlinear time-history analysis using ASCE 7-22 ground motions scaled to the MCE, and we limit passive anchor yielding to 5% strain to ensure ductility without rupture.