Construction Materials Testing

Plant Concrete Aggregate Slump Air Voids

Part 2 - Flakiness Index and Elongation Index for concrete & Asphalt Aggregate - BS 812-105.1& 2

Asphalt Concrete Mix Design (Part 1 - Mineral Aggregates and Asphalt Binder/Bitumen Selection)

Manual Bond strength Testing

Asphalt Concrete Mix Design and Types

COATING AND STRIPPING OF BITUMEN AGGREGATE MIXTURES as per AASHTO T 182 & ASTM D 1664

Los Angeles Abrasion Test Part-01

Los Angeles Abrasion Test Part -02 as per ASTM C 131 & C 535

Asphalt Plant & Laying Trial and Sampling of Bituminous Paving Mixtures

Bridge Piling/Foundation Work....Percussion Method, tremie lowering and concreting

Concrete Mix Design Part 4– Selection/estimation of all required mix design parameters before trial

Asphalt Concrete Mix Design (Part - 2 Aggregate batching and Mix Sample Preparation)

Part 1- Specific Gravity/Relative Density and Absorption of Coarse Aggregate ASTM C127 & AASHTO T 85

Crusher Plant -Limestone Quarry

Concrete Mix Design - Part - 2 - Blending of aggregate (BS EN 12620, BS 882, ASTM C 33, ACI)

Asphalt Concrete Mix Design Part 6 Plotting of Acquired Data (Gmb,Stability, Flow,Air Voids,VFA,VMA)

Concrete Mix Design - Part 1 - Aggregate, cement and additive selection

Asphalt Concrete Mix Design (Part - 4 - Gmb, Gmm, Stability and Flow determination as per MS-2, ASTM

Asphalt Concrete Mix Design (Part 5 - Volumetric Analysis/Volumetric Parameters)

Part 2 - Specific gravity/Relative density of Coarse aggregate ASTM C127&AASHTO T85

Asphalt Concrete Mix Design (Part 7 –Last Part) Selection of Optimum asphalt/bitumen binder content

Concrete Mix Design - Part - 3-Estimation of aggregate as per BS & ACI method, Fineness Modulus

Plant Concrete Aggregate Slump Air Voids

ASPHALT CONCRETE MIX DESIGN (PART- 3 - MARSHALL TEST SPECIMEN PREPARATION(MARHSALL METHOD OF DESIGN)

ASPHALT PLANT - Types of Asphalt Plant-Batch & Continuous Plant Components, Operation and Inspection

Concrete Mix Design & Types as per ACI 211.1 and BS EN 206 & BS 8500