Rebar Layout Mapping Humble, TX

Humble, TX

Project Overview

OmniVueNDT conducted a Ground Penetrating Radar (GPR) survey to map the steel reinforcement layour within a concrete slab-on-grade at two adjacent areas in Humble, TX. The objective was to provide accurate as-built reinforcement data to support future construction and structural modifications.

A high-frequency GPR system, utilizing a GSSI SIR-4000 data collection unit (See Picture 1), was deployed to ensure high-resolution subsurface imaging. The collected data was processed into a detailed reinforcement layout for engineering use.

Picture 1

Scan Parameter Setup

  • Scan Area Definition - The scanning grid was established based on project specifications.

  • Scan Line Increment - A 4-inch spacing was applied in both lateral and longitudinal directions, optimizing resolution for reinforcement detection (See Picture 2).

Picture 2

Data Processing & Visualization

Upon completion of the scanning process:

  1. Radar Data Interpolation - The collected GPR data was processed to generate a 3D radar image of the reinforcement layout.

  2. Digital Reinforcement Mapping - The final dataset provided an accurate representation of the steel reinforcement configuration within the concrete slab (See Picture 3).

  3. As-Built Information for Engineering Use - The processed data can be integrated into structural assessments, construction planning or CAD modeling for further project development.

Picture 3

Project Outcome & Engineering Benefits

By applying non-destructive evaluation (NDE) and non-destructive testing (NDT) techniques, OmniVueNDT delivered precise subsurface mapping, ensuring:

  • Accurate identification of rebar layout for safe drilling and structural modifications.

  • Minimized risk of reinforcement damage during future construction.

  • Seamless data integration with CAD and structural design platforms.

This assessment provides critical structural insights, supporting engineering decisions and project efficiency while preserving the integrity of the reinforced concrete slab.

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