What belongs on a borehole log, and what quietly gets left off
Updated: 2026-08-13 · ISKRIT
A borehole log is read by three people with different questions. The designer wants layer boundaries and test results, the contractor wants what the excavator will meet, and the reviewer wants to know whether to believe either. A log that serves only the first is half a log.
The elements
| Element | Why it earns its place |
|---|---|
| Location, elevation, datum | without the datum the depths mean nothing to anyone else |
| Drilling method and casing | explains sample quality and disturbance |
| Layer boundaries with descriptions | the substance of the log |
| Samples: type, depth, recovery | recovery tells you how much to trust the sample |
| In-situ test results at depth | ties the numbers to the described soil |
| Water strikes and rest levels, with times | the most reused and least well recorded item |
| Dates and driller | a wet log in March and a dry one in August are not a contradiction |
The water record
A single line reading "water at 3.2 m" is close to useless. Three facts are needed and usually only one is written: the depth at which water was first struck, the depth it stood at after the hole was left, and how long it was left. Water struck at 3.2 m that rises to 1.4 m overnight is a confined layer under pressure, which is a different excavation problem from a water table at 3.2 m, and the two are indistinguishable from the single line.
This is the item most often lost when logs are retyped from field sheets, because it lives in the margin rather than in the depth column.
Description before classification
The field description and the laboratory classification are separate statements and both belong on the log. The description is what the logger saw: colour, consistency, structure, secondary constituents, inclusions. The classification is what the tests later said. When they disagree, the disagreement is information, and collapsing them into one line hides it.
Scale and honesty
A log drawn at 1:100 cannot show a 50 mm silt parting, so the parting either gets exaggerated to be visible or disappears. Both are lies of a kind, and the usual convention is to draw it at minimum visible thickness and say so in the description. What must never happen is a boundary drawn straight because the drawing looks better that way.
The borehole log tool keeps the strike level, the rest level and the standing time as three separate fields, and carries the field description alongside the classification rather than in place of it.
Rotating shift patterns: covering the posts and balancing the hours
Calibration intervals: setting them, shortening them, defending them
Turning an estimate into a bill of quantities that foots
Progress billing: percent complete, carry-forward and retention
Checking claimed quantities: the design schedule and the survey
Pile capacity from CPT: how the LCPC method reads a cone trace
Driven and bored piles: why the same soil gives different capacity
Drawing a cross section: correlating layers between boreholes
From an AGS4 file to a laboratory summary: what the groups carry
Characteristic values: turning a set of test results into one number
Void ratio, porosity and saturation from one density test
When one soil layer is really two: splitting geotechnical units
ASTM D4253 and D4254: maximum and minimum index density
Relative density Dr and density index Id are not the same number
USCS classification step by step: ASTM D2487
Cu and Cc: what the two gradation coefficients actually tell you
Dual symbols in USCS: the 5 to 12 percent fines band
EN ISO 14688-1 against USCS: two different size ladders
AGS4 file validation: what the rules actually check
AGS4 syntax: the five rules that break a delivery
ASTM D2435 oedometer test: from the curve to Cc, mv and Eoed
Converting oedometer modulus to Young’s modulus
EN ISO 17892-5 and ASTM D2435: where the two diverge
ASTM D1196 plate load test: modulus and subgrade reaction
DIN 18134: Ev1, Ev2 and the compaction ratio
Ménard pressuremeter modulus: ASTM D4719 and EN ISO 22476-4
Permeability from a pumping test: the Dupuit formulas
Shewhart control chart constants: A2, A3, B3, B4, D3, D4, d2, c4
The eight out of control tests on a Shewhart chart
Repeatability and reproducibility limits: where 2.77 comes from
How rebar cutting plans are optimised: the cutting stock problem
Cutting waste in rebar fabrication: what percentage is normal
Rebound hammer calibration: why the factory curve is not enough
Kerf and offcut: what a linear cutting plan has to account for
Earthwork volume from survey points: grid, TIN and cross sections
Fire load density: the formula, the calorific values and the traps
Explosive atmosphere zones 0, 1, 2 and 20, 21, 22 explained
Pollution charges per tonne: how the over-limit multiplier works
The Russian environmental fee: who pays, when, and how the advances work