| Admixture chemistry |
Identify whether the product is cellulose ether, starch ether, bentonite, attapulgite, superabsorbent polymer, or a blended system. |
Chemistry should match the binder, aggregate grading, climate, mixing process, and required open time. |
Technical data sheet, safety data sheet, composition range, and compatibility statement. |
Different chemistries provide different balances of water retention, viscosity, slip, air entrainment, and setting behavior. |
| Water-retention performance |
Compare water retention in the intended mortar or cementitious formulation, not only in a neat additive test. |
For many factory-produced masonry, plaster, and tile-adhesive systems, buyers commonly target approximately 85–99% retention depending on the formulation and test method. |
Independent or laboratory test results using EN 1015-8, EN 1015-18, ASTM C1506, or an agreed equivalent method. |
Higher retention can reduce premature drying, improve cement hydration, and support more consistent bond development. |
| Viscosity and rheology |
Review viscosity at a stated concentration, temperature, spindle, and shear rate; do not compare unspecified viscosity values. |
A practical range may extend from low-viscosity grades below 1,000 mPa·s to high-viscosity grades above 50,000 mPa·s, depending on chemistry and test conditions. |
Brookfield or equivalent test conditions, rheology curves, and recommended dosage by application. |
Rheology controls trowelability, sag resistance, pumpability, leveling, and resistance to segregation. |
| Recommended dosage |
Check dosage as a percentage of dry formulation and confirm whether the supplier specifies dosage by cement, binder, or total dry mix. |
Many water-retaining admixtures are used at approximately 0.05–1.00% of total dry mix, but the correct level is formulation-specific. |
Dosage-response curves covering water retention, workability, air content, strength, and setting time. |
A lower dosage is not automatically better; performance per unit cost and formulation robustness are more meaningful. |
| Water demand |
Measure the water increase needed to reach the same consistency compared with the control formulation. |
Prefer products that deliver the required retention without excessive additional water demand; the acceptable change depends on the product category. |
Consistence or flow results at fixed dosage and fixed mixing procedure. |
Excess water can lower strength, increase shrinkage, and create dimensional or surface defects. |
| Open time and workability retention |
Compare workable time under controlled temperature, humidity, substrate absorption, and air movement. |
For tile adhesives, open time is commonly evaluated at 10, 20, or 30 minutes according to the applicable product standard and classification. |
Time-dependent flow, open-time adhesion, and field simulation results. |
Longer controlled workability can reduce installation waste and improve coverage consistency. |
| Sag resistance and slip control |
Check vertical displacement and handling behavior in the actual adhesive or plaster system. |
For cementitious tile adhesives, EN 12004-1 classifications may include a slip requirement of no more than 0.5 mm for the relevant class. |
Test reports using the applicable EN 12003 or EN 12004 procedure, plus application trials. |
Good sag control improves tile alignment and reduces material sliding on walls. |
| Air entrainment and density |
Compare fresh density and air content at the target dosage and mixing energy. |
Air content should remain within the formulation specification; excessive air can reduce density and mechanical strength. |
Fresh-density and air-content data, mixing protocol, and foam-control recommendations. |
Controlled air improves workability, while uncontrolled air may cause strength loss, pinholes, or poor coverage. |
| Setting and strength impact |
Compare initial setting, final setting, compressive strength, tensile adhesion, and flexural strength against a control. |
The product should meet the final formulation specification at 1, 7, and 28 days where those ages are required. |
Side-by-side control and treated-mix results using the buyer’s cement, sand, and water. |
Water retention can improve hydration, but excessive viscosity or air may delay setting or reduce strength. |
| Substrate compatibility |
Test on porous and low-absorption substrates, including concrete, aerated concrete, brick, gypsum board, and cement render. |
Performance should remain within specification across the intended substrate absorption range. |
Substrate-specific application data and recommended pre-wetting or primer guidance. |
A product optimized for one substrate may cause slow drying, weak adhesion, or poor coverage on another. |
| Particle size and dispersion |
Review powder particle-size distribution, lumping tendency, dispersion time, and mixing sequence. |
A consistent fine powder with low oversize and rapid dispersion is generally preferred for dry-mix production; the exact specification is product-specific. |
Sieve residue, particle-size data, dispersion procedure, and batch uniformity records. |
Poor dispersion can create fisheyes, gels, lumps, inconsistent viscosity, and variable field performance. |
| Moisture and storage stability |
Check moisture content, caking resistance, shelf life, packaging, and storage temperature requirements. |
Moisture limits are grade-specific; many dry powders require sealed storage in a cool, dry area and protection from humidity. |
Certificate of analysis, accelerated-storage data, shelf-life statement, and packaging specification. |
Moisture pickup can change flowability, dosage accuracy, dispersion, and final performance. |
| Batch-to-batch consistency |
Compare viscosity, moisture, ash or mineral content where relevant, particle size, and functional performance across multiple lots. |
Specification limits should be statistically controlled and sufficiently narrow to prevent formulation drift. |
Recent certificates of analysis from several production batches and a documented quality-control plan. |
Consistent raw material reduces production adjustments, rejected batches, and field complaints. |
| Standards and compliance |
Confirm applicable construction-product, chemical-safety, and regional regulatory requirements. |
Relevant references may include EN 934-2, EN 12004-1, EN 1015 series, ASTM C1506, ISO 9001, SDS, and regional chemical regulations. |
Valid certificates, test reports, safety data sheet, technical data sheet, and traceability documentation. |
Documented compliance supports product registration, customer audits, and market access. |
| Technical service and trials |
Assess laboratory support, formulation optimization, troubleshooting, and response time. |
A capable supplier should be able to provide trial quantities, mixing guidance, dosage optimization, and comparative test plans. |
Written trial protocol, application support contacts, corrective-action process, and technical service records. |
Technical support often determines whether a product performs reliably outside the laboratory. |
| Total delivered cost |
Calculate cost per tonne of finished dry mix, including dosage, freight, packaging, storage, quality testing, and production changes. |
Use cost per unit of achieved performance rather than purchase price per kilogram alone. |
Formal quotation, minimum order quantity, lead time, payment terms, freight basis, and dosage economics. |
A higher-priced grade may be more economical if it requires less dosage or reduces production defects. |
| Supply reliability |
Review production capacity, alternate manufacturing sites, export experience, lead time, and continuity planning. |
Prefer documented lead times, stable minimum order quantities, and a contingency plan for supply interruptions. |
Capacity statement, delivery performance history, batch traceability, and business-continuity documentation. |
Reliable supply prevents formulation changes, production stoppages, and unplanned qualification work. |