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Case study · Al-Qassim

Ma’aden Al-Qassim Underground GPR & Route Verification

A 5.55 km underground utility and route-verification programme across five Al-Qassim routes, combining dual-frequency GPR, electromagnetic locating and topographic positioning for engineering-ready utility records.

LocationAl-Qassim
ServiceGPR + Topographic Route Verification
Scope5.55 km across 5 routes
Depth / targetRoute-specific
Project-specific illustrative technical schematic, not a site photograph or as-built drawing
Technical illustration
Project context

Why this investigation mattered

Route-verification work is different from a small-area scan because positional consistency must be maintained over kilometres, across changing surfaces and between multiple route segments. The project covered five routes (R-1 to R-5) with a combined length of approximately 5.55 km.

The deliverable also required more than visual detection: interpreted utility information needed to be tied to coordinates and a structured schedule including X, Y, Z and utility type, with calibration records supporting field quality control.

Investigation strategy

Dual-frequency GPR was combined with electromagnetic locating so that different target conditions could be approached with complementary methods. Survey control / topographic verification was used to position the interpreted features within the route framework.

Calibration and field logs were treated as part of the technical deliverable, not an administrative afterthought. This created a clearer chain from field observation to mapped utility position and tabular engineering data.

Field-to-report workflow

How the project information was developed

The workflow is documented so the case study provides engineering context—not just a marketing summary.

  1. 01
    Review route drawings and divide the work into R-1 through R-5 survey segments.
  2. 02
    Complete equipment checks / calibration records before and during fieldwork as required.
  3. 03
    Collect dual-frequency GPR and electromagnetic locating data along the route corridors.
  4. 04
    Position interpreted utility features using the survey control / topographic workflow.
  5. 05
    Compile X, Y, Z, utility type, route verification information and technical records for delivery.

Interpretation and engineering use

The integrated workflow produced more than a visual utility sketch. It connected detection, route position and structured coordinate data, making the results more useful for engineering coordination, route planning and future verification.

Quality control

  • Calibration / equipment records maintained as part of field quality control.
  • Utility interpretations cross-checked between GPR, EML and route context where applicable.
  • Coordinate capture tied to the project survey reference.
  • Tabular records reviewed against mapped features to reduce transcription mismatch.

Project deliverables

  • Verified route utility mapping.
  • X, Y, Z and utility-type schedule.
  • GPR / EML field and calibration records.
  • Topographic route-verification information.
  • Technical reporting and safety-compliance records as required.

Technical limitations

GPR and EML have different detection strengths and neither method guarantees complete identification of every service. Coordinate quality also depends on survey control, access and the ability to position the interpreted feature consistently along the route.

Project FAQ

Questions this case study answers

How long was the Ma’aden route-verification scope?

Approximately 5.55 km across five routes.

Which methods were specified?

The project included dual-frequency GPR, electromagnetic locating and topographic route verification.

What structured data was required?

A tabular utility log including X, Y, Z and utility type, together with calibration records and route-verification information.

Plan before you excavate

Need subsurface information for a project?

Send the site location, survey area or route length, target depth and available drawings through the project request form.