A five-story mixed-use building going up on Colorado Boulevard required continuous geotechnical excavation monitoring from day one. The site sits on alluvial fan deposits from the San Gabriel Mountains, a mix of sands, silts, and gravels with variable density. Our team installed inclinometers and piezometers before the first bucket of soil was removed. Real-time data feeds allowed the contractor to adjust shoring sequences without delays. For deep cuts near existing foundations, we cross-referenced readings with a preload and surcharge analysis to verify settlement behavior under staged excavation. The result: zero emergency stops and a foundation poured on schedule.

Real-time inclinometer readings reduced shoring rework by 40% on a recent excavation near the historic Pasadena Civic Center district.
Service characteristics in Pasadena California
- Lateral wall deflection (mm)
- Ground surface settlement (mm)
- Water level fluctuations in adjacent wells
- Vibration velocity from adjacent demolition work
Critical ground factors in Pasadena California
Pasadena California grew rapidly during the early 20th century, with many buildings placed on shallow foundations over undocumented fill. Today, basement expansions and new high-rises cut through those old fills into the natural alluvium. The biggest risk is differential settlement between the stiff natural soil and the loose fill, which can crack adjacent structures. Geotechnical excavation monitoring catches those movements early. On one project near Old Pasadena, we saw 8 mm of tilting in a neighboring retail wall within the first week and adjusted the tieback prestress to bring it back within tolerance. Without monitoring, that crack would have reached the sidewalk.
Our services
We offer a full suite of field monitoring services tailored to Pasadena California's geologic conditions. Each service integrates with our 24/7 data platform for instant alerts.
Inclinometer Arrays
In-place and traversing inclinometer systems installed in boreholes around the excavation perimeter. Real-time lateral movement data sent to your phone or desktop.
Settlement Monitoring
Optical survey prisms, tilt plates, and automated total stations track vertical and horizontal displacement of nearby structures and pavement.
Piezometer Networks
Vibrating wire and standpipe piezometers measure pore pressure changes during dewatering and excavation, preventing bottom heave and piping failures.
Vibration & Noise Monitoring
Continuous geophone and sound-level monitoring during rock breaking, pile driving, and demolition. Alarms trigger if thresholds exceed local ordinance limits.
Common questions
When is geotechnical excavation monitoring required in Pasadena California?
Municipal code typically requires monitoring when excavation depth exceeds 5 feet, when shoring is used, or when work occurs within 10 feet of an adjacent building. The Pasadena Building Department may also mandate it for sites with known undocumented fill or high groundwater.
How much does geotechnical excavation monitoring cost in this area?
For a typical mid-rise project in Pasadena California, monitoring services range between US$810 and US$2,630. That includes installation of 2-4 inclinometers, settlement points, and two weeks of data collection. Larger sites with more instruments will be at the higher end.
How long should monitoring continue after excavation reaches final grade?
We recommend at least two weeks of post-excavation monitoring until wall deflections and pore pressures stabilize. For deep excavations over 30 feet, the period may extend to four weeks. The geotechnical engineer of record will set the final duration based on real-time data trends.
What happens if our monitoring system detects movement above the alert threshold?
Our system sends an immediate text and email to the project team. We provide a preliminary assessment within 30 minutes. Typical responses include increasing shoring preload, slowing the excavation rate, or adding temporary bracing. All actions follow an approved contingency plan developed before work began.