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Dry Lean Concrete Mix Design — Global Lab India
NABL Accredited · Concrete Service

Dry Lean Concrete Mix Design
(DLC Sub-Base Mix)

Dry lean concrete mix design for rigid pavement sub-base layers — achieving minimum 7-day compressive strength of 10 MPa with low cement content, zero slump and high workability under vibratory compaction.

IRC 74
Standard
±5%
Accuracy
14 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 the Dry Lean Concrete Mix Design?

Dry Lean Concrete (DLC) is a low cement content, zero-slump concrete used as a granular sub-base replacement for rigid pavement construction. DLC provides a stable, uniform platform for PQC construction — preventing differential settlement, moisture variation and pumping under traffic loads.

Conducted as per IRC 74 and MORTH specifications, DLC mix design targets a minimum 7-day cube compressive strength of 10 MPa using a very low cement content (150–200 kg/m³) and zero slump (10–25mm). Global Lab designs DLC mixes using actual project materials and verifies through trial mixes with standard cube testing.

Zero Slump Mix Design
DLC designed for 10–25mm slump — compacted by vibratory roller on site.
Minimum 10 MPa at 7 Days
IRC 74 minimum strength verified through trial cube testing.
Low Cement Content
Optimised cement content (150–200 kg/m³) for economy without compromising strength.
Crusher Dust Compatible
Mix designs using crusher dust, fly ash blended aggregates and recycled materials.
NABL Certified Reports
Complete DLC mix design on NABL-accredited letterhead per IRC 74.
NHAI Accepted JMF
Job Mix Formula format for direct submission to NHAI quality control.

How the Dry Lean Concrete Mix Design is Conducted

  • 1
    Material Testing
    Coarse aggregate (max 19mm or 25mm), crusher dust/sand and cement tested per IS 383 and IS 4031.
  • 2
    Target Strength Calculation
    Target mean strength = 10 MPa + 1.65σ per IRC 74 requirements.
  • 3
    Mix Proportioning
    Very low W/C ratio (0.35–0.45), aggregate grading and cement content optimised for zero slump.
  • 4
    Trial Mix — Compaction & Strength
    DLC trial mix compacted to Proctor density. Cubes cast and tested at 7 days.
  • 5
    IRC 74 JMF Report
    7-day cube results vs 10 MPa minimum. Job Mix Formula issued. NABL report within 14 days.

Applicable Test Standards

Standard Title Scope Type
IRC 74 Tentative Guidelines for Lean Cement Concrete and Lean Cement Fly Ash Concrete as a Pavement Base DLC Design IRC
MORTH Specifications for Road and Bridge Works — Clause 601 DLC Specification MORTH
IS 516 Methods of Tests for Strength of Concrete Cube Testing Indian Standard
IS 383:2016 Coarse and Fine Aggregate for Concrete — Specification Aggregates Indian Standard

Where is the CAPO Test Used?

DLC sub-base for NHAI national highway rigid pavement construction
State highway rigid pavement DLC layer construction
Airport runway sub-base DLC layer for AAI and private airports
Industrial floor rigid slab sub-base for logistics and manufacturing facilities
Toll plaza and bus terminal DLC sub-base construction
Urban road rigid pavement sub-base in municipal projects

Our Advantages

NABL Accredited ReportsNHAI and MORTH accepted DLC mix design certificates.
JMF FormatJob Mix Formula directly usable by site engineers and NHAI quality teams.
Fast 14-Day ReportDLC mix design completed after 7-day cube results within 14 days.
Autovity Digital AccessDLC mix data and cube results accessible digitally.
NHAI ExperienceExtensive experience in DLC and PQC mix design for major highway projects.
Combined PQC + DLC PackageBoth PQC and DLC mix designs offered together for complete pavement design.
Get Started Today
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