What a Boring Log Tells You
On a piering job the pier count and the depth to competent bearing are the price, and both come from a subsurface investigation. What one shows and how to read it.
The single most useful thing anyone can do before spending money on foundation repair in Miami-Dade is find out what sits under the building. In a county where the top of the limestone is irregular, where a sixth of the land area is mapped as organic soil, and where more than 33,000 acres of the urban area is classified as human-transported fill, the answer varies from lot to lot and sometimes within one.
What the investigation involves
Two common forms on residential work.
A test pit. An excavator digs beside the footing to expose it. You learn the footing’s actual depth, width, and condition, what it is bearing on, and whether there is a void under it. Fast, cheap, and immediately informative, and on many residential jobs it is enough.
A soil boring. A rig advances a hole and takes samples at intervals, typically with a standard penetration test that records the blow count needed to drive a sampler a set distance. The blow count is a rough index of density and strength, so the log gives you a profile: what material is at what depth, and how strong it is.
The output is the boring log, a column drawing of the ground with depths, material descriptions, blow counts, and the groundwater level marked.
What you are looking for on a Miami log
- Where the competent layer starts. On the Miami Rock Ridge it may be a few feet down. West of the ridge, or over an area raised with fill, it can be considerably deeper. This single number drives pier length and therefore cost.
- Fill, and how thick. Fill is often distinguishable in the log by mixed material, inconsistent blow counts, and fragments that do not belong to a natural sequence.
- Organic material. Muck and peat appear as very low blow counts and are described directly. Organic soil below the fill is the classic reason for slow, decade-long settlement.
- The rock surface. In Miami this is the interesting one. A log that hits refusal at eight feet and one that hits refusal at eighteen feet twenty feet away are both plausible, because USGS describes the Miami Limestone as riddled with solution holes commonly filled with lime mud and sand. What looks like a rock surface may be a crust over a soft pocket, which is why more than one boring is often worth the money.
- Groundwater level. Recorded during drilling. In the City of Miami it typically sits a few feet down, which shapes how any excavation has to be handled.
Why this comes before the quote and not after
Because on an underpinning job the quantities are the price. How many piers, at what spacing, to what depth or what installation torque. Those numbers are the output of an engineer’s analysis, and the analysis takes the boring log as its input. Without one, a pier schedule is an assumption.
That has a direct consequence for how quotes compare. Two prices for the same house that differ by 40 percent usually differ because they assume different pier counts and depths, not because one contractor is cheaper. Comparing them without the underlying investigation is comparing two different jobs.
It also protects you in the other direction. A boring log that shows competent bearing at six feet is evidence against a pier schedule calling for twenty-foot piers, and on the higher ground of the ridge that situation is common.
What it costs against what it saves
A residential subsurface investigation is a modest line item, generally folded into or sitting alongside an engineering fee of $1,500 to $4,000 for the report and sealed drawings. Against a piering job of $9,000 to $35,000, where the pier count is the largest single variable, it is not a close call.
There is also a regulatory dimension in this county. Section 8-22 of the Code of Miami-Dade County requires an owner-retained architect or professional engineer as Special Building Inspector to inspect and supervise the installation of structural piles and the compaction of fill under slabs on grade. An engineer is going to be involved in the work regardless. Bringing them in at the diagnosis stage rather than at the execution stage costs very little more and changes what gets built.
The sequence, in one line
Measure the movement, investigate the ground, analyze, then price. Anything that arrives out of that order is arriving early.
The broader framework is in the main Miami foundation guide, and what each method physically does is in underpinning methods explained.
Sources: USGS Water-Resources Investigations Report 90-4108; USDA NRCS Soil Data Access, Miami-Dade County Area survey; Chapter 8, Code of Miami-Dade County.
Dealing with something structural at a Miami-Dade property?
Call (786) 841-1091 or use the quote form for a free quote.