From the makers of TabLogs

Write geotechnical reports in minutes, not days

Auger turns your site investigation data into publication-ready interpretive reports. Footings, piles, pavements — drafted, referenced, and ready for senior review.

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30 min
From site data to first draft
Every reference
Cited to standards and sources
Your voice
Trained on your firm's past reports

How it works

Connect your TabLogs project and let Auger handle the first draft.

1

Connect your project

Auger pulls your borehole logs, lab results, and field data directly from TabLogs. No re-entry, no exports.

2

Set your parameters

Specify the structure type, regional standards, and any site-specific constraints. Auger does the rest.

3

Review and refine

Get a fully-drafted interpretive report with recommendations, assumptions, and references ready for senior sign-off.

A report your senior engineer can actually review

Not a rough draft that needs rewriting. A proper first pass, ready for engineering judgment.

BH-01 @ 0.5mStiff sandy CLAY
SPT N-value14
Moisture18%
Strip footings founded at 0.5m depth within the stiff sandy clay are considered suitable

Real recommendations from real data

Footing depths, pile capacities, pavement thicknesses — every recommendation is derived directly from your actual borehole logs, lab results, and field tests. Not generic templates or placeholder text.

allowable bearing pressure of 100 kPa
TabLogs
BH-01, BH-02 Avg SPT N=14
Standard
AS 1726:2017 Table 6.3

Every claim traced to source

No black boxes. Every recommendation links back to the specific borehole, test result, and standard clause it came from. Your reviewer can verify any statement in seconds.

Groundwater was not encountered to depths investigated
Design life assumed to be 50 years
No significant uncontrolled fill anticipated
Site drainage maintained per AS 2870

Assumptions stated upfront

Groundwater conditions, loading assumptions, design life, drainage requirements — all documented clearly in a dedicated section so your reviewer knows exactly what they're signing off on.

High Reactive clay site — Class H1 per AS 2870
Medium Variable fill depths across site (0.3m–1.2m)
Low Minor surface erosion noted at site boundary

Risks flagged automatically

Reactive clays, variable conditions, shallow groundwater, contamination indicators — potential issues are identified and rated before they become problems in senior review.

Generic AI

"The soil conditions are suitable for foundations."

Your firm's voice

"Based on the encountered subsurface conditions, strip footings founded at 0.5m depth within the stiff sandy clay are considered suitable for the proposed single-storey residence."

Your voice, not generic AI

Trained on your firm's historical reports. The output matches your terminology, sentence structure, and level of detail — because it learned from what your team actually writes.

Every sentence — built and traced back to your data and standards

Site 247 — Interpretive Report Draft

Shallow Footing Recommendations

Based on the encountered subsurface conditions, strip footings founded at 0.5m depth within the stiff sandy clay are considered suitable for the proposed single-storey residence.

Bearing Capacity

An allowable bearing pressure of 100 kPa is recommended for design purposes.

TabLogs Data
Borehole BH-01 @ 0.5m
Material Stiff sandy CLAY
SPT N 12
Standard
AS 2870:2011
Table 2.1 — Site Classification H1
TabLogs Data
Borehole BH-01, BH-02
Avg SPT N 14
Standard
AS 1726:2017
Table 6.3 — Presumed bearing values

Include your complete report package

Pull in all the visual elements your reports need, directly from TabLogs.

Site plans

Borehole locations, site boundaries, and key features

Cross sections

Subsurface profiles with soil descriptions and groundwater

PSD curves

Particle size distribution from sieve and hydrometer tests

Atterberg limits

Plasticity charts with LL, PL, and PI plotted

Borehole logs

Detailed logs with descriptions, SPT, and samples

Lab summaries

Consolidated test results in tabular format

Built for how you actually work

Whether you're drafting, reviewing, or running the firm.

Junior & mid-level engineers

Stop staring at a blank page. Get a solid first draft with proper referencing, then focus on the engineering judgment calls.

Senior engineers

Review reports that are already structured, referenced, and consistent. Spend your time on the decisions, not the formatting.

Practice leaders

Standardise output quality across your team. Every report meets the same bar, regardless of who drafted it.

Grounded in engineering knowledge

Auger doesn't make things up. Every recommendation is drawn from authoritative sources — textbooks, standards, journals, and your own firm's historical reports.

AS 2870 AS 1726 ASTM AASHTO Your past reports

Knowledge Library

Geotechnical Engineering Principles
Foundation design reference
AS 2870 — Residential Slabs and Footings
Australian Standard
AS 1726 — Geotechnical Site Investigations
Australian Standard
Your firm's historical reports
Private library

Ready to write reports faster?

We're onboarding a small group of firms for early access. Get in touch to see if Auger is right for your practice.

Request Early Access