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In-Situ Concrete Strength Assessment — Global Lab India
NABL Accredited · NDT Services

In-Situ Concrete Strength Assessment(IS 13311 · IS 516 Part 4)

Combined-method assessment of in-place concrete strength — rebound hammer and ultrasonic pulse velocity per IS 13311, anchored by core extraction and testing per IS 516 (Part 4) — for structures whose cube records are missing, doubted or expired.

NDT+Core
Combined Method
Site + 5 Days
Report TAT
NABL
Accredited
NABL Accredited Lab · ISO/IEC 17025:2017
Digital Reports via Autovity QLMS
Pan-India · 7 Lab Locations
Est. 2009 · 20,000+ Projects

What is In-Situ Concrete Strength Assessment?

When cube records are missing, disputed, or simply too old to describe today's structure, the concrete must speak for itself. Indian practice combines three evidence streams: rebound hammer (IS 13311 Part 2) for surface hardness mapping, ultrasonic pulse velocity (IS 13311 Part 1) for integrity and uniformity, and — where decisions carry structural weight — extracted cores tested per IS 516 (Part 4):2018, the direct strength anchor that calibrates the NDT grid.

Global Lab grids the structure, maps rebound and UPV values, targets core locations from the NDT picture, and reports characteristic in-situ strength with the combined-method correlation — the deliverable that audits, retrofitting designs and change-of-use approvals actually require.

Reviewed by Mahemood Ahmad, Lab Manager — NABL Accredited Laboratory, Global Lab India
Three Evidence Streams
Rebound + UPV mapping anchored by IS 516 (Pt 4) cores.
NABL Accredited
Assessment valid for audits, retrofit design and approvals.
Grid-Based Mapping
Member-wise strength contours, not scattered spot readings.
Targeted Coring
NDT picture decides core positions — maximum information, minimum holes.
Current IS 516 Series
Core testing per IS 516 (Part 4):2018 — the live edition.
Digital Reports
Strength maps and certificates via the Autovity QLMS dashboard.

How the In-Situ Concrete Strength Assessment is Conducted

  • 1

    Structure Gridding

    Members are gridded and test locations marked covering the structural system representatively.
  • 2

    Rebound Hammer Survey

    Surface hardness is mapped per IS 13311 (Part 2) with orientation corrections and calibrated hammers.
  • 3

    UPV Survey

    Pulse velocities are measured per IS 13311 (Part 1) in direct/semi-direct modes, mapping integrity and honeycombing.
  • 4

    Core Extraction & Testing

    Cores are drilled at NDT-informed locations, prepared and tested per IS 516 (Part 4):2018 with strength corrections applied.
  • 5

    Combined Interpretation

    NDT grids are calibrated against core strengths; characteristic in-situ strength is derived member-wise.
  • 6

    Reporting

    Strength maps, core certificates and the combined assessment are issued via Autovity QLMS.

Applicable Test Standards

StandardTitleScopeType
IS 13311 (Pt 2):1992Non-Destructive Testing of Concrete — Rebound Hammer (Reaffirmed)Surface HardnessIndian Standard
IS 13311 (Pt 1):1992Non-Destructive Testing of Concrete — Ultrasonic Pulse Velocity (Reaffirmed)Integrity / UniformityIndian Standard
IS 516 (Pt 4):2018Hardened Concrete — Methods of Test — Sampling, Preparing and Testing of Concrete CoresCore Strength AnchorIndian Standard
IS 456:2000Plain and Reinforced Concrete — Code of PracticeAcceptance ContextIndian Standard

Where is the In-Situ Concrete Strength Assessment Used?

Structural audits of ageing buildings and industrial plants
Change-of-use and additional-floor feasibility approvals
Post-fire and post-incident residual strength assessment
Disputed cube-record resolution on new construction
Retrofitting and strengthening design inputs
Heritage structure capacity evaluation

Our Advantages

Defensible Strength NumbersNDT breadth calibrated by core truth — the accepted combined method.
NABL Accredited ReportsValid for statutory audits and structural approvals.
Minimal IntrusionCores only where the NDT picture justifies them.
Member-Wise MapsStrength contours engineers can design from.
Pan-India Field TeamsMobilisation from 7 locations nationwide.
Digital ReportingFull assessment via the Autovity QLMS dashboard.

Frequently Asked Questions

What standard governs the In-Situ Concrete Strength Assessment?
In-Situ Concrete Strength Assessment is tested per IS 13311 (Pt 2):1992, IS 13311 (Pt 1):1992 and IS 516 (Pt 4):2018.
How long does the In-Situ Concrete Strength Assessment take?
Reports are typically issued within Site + 5 Days of sample receipt at the lab, delivered digitally via the Autovity QLMS client dashboard.
Where is the In-Situ Concrete Strength Assessment used?
It is commonly used for structural audits of ageing buildings and industrial plants, and for change-of-use and additional-floor feasibility approvals.
Get Started Today
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