| Packaging | 360ml side-by-side 5:1 |
| Color | Component A: white, Component B: grey/ red
Component A+B mixed: grey /pink Customized colors are available |
| Shelf Life | 18 months if stored properly in original and unopened packaging, in cool and dry conditions, out of direct sunlight, and at temperatures between 5 and 25 °C (41 and 77 °F). Pre-condition product to 23 °C (73 °F) to ease application when using hand dispensers and working at low temperatures. |
| Mix Ratio | A:B = 5:1 by volume |
| Service Temperatures | -40 °C min. / +50 °C max. |
| Viscosity of Mixture | 18 pa·s |
| Density after curing | 1.5 g/cm³ |
| Tensile Strength (ASTM D638) | 55 Mpa min. |
| Tensile Modulus (ASTM D638) | 3500 Mpa min. |
| Elongation (ASTM D638) | 1.7 % min. |
| Flexural Strength (ASTM D790) | 75 Mpa min. |
| Compressive Strength(ASTM D695) | 100 Mpa min. |
| Thixotropy Index | 4.2 min. |
| Sagging Mobility (25°C) | 1.4mm max. |
| Distortion Temperature | 66 °C min. |
| Steel-Steel Tensile Anti-shear Strength | 16 Mpa min. |
| Steel-Steel Tensile Anti-shear Strength | 16 Mpa min. |
| Under the constraint drawing condition, ribbed steel bars and C30, Φ25, L=150mm Tensile Strength | 11 Mpa min. |
| Boding Strength with Concrete C60, Φ25, L=125mm | 18Mpa min. |
| Steel-steel T Impact Stripping Length | 25mm max. |
| Non-volatile Matter Content (solid content) | 99.5 % min. |
| Wet and Heat Ageing | shear strength decrease rate: 8 % max.. |
| Heat Aging Resistance | shear strength decrease rate: 4.7 % max.. |
| Freezing and Thawing | shear strength decrease rate: 3.8 % max.. |
| Fatigue Stress | 2×10 6 times continuous sine wave fatigue loads,
no specimen destroys. |
| Stress Resistance | no steel - steel tensile shear specimens destroy,
creep deformation value: 0.1 mm max.. |
| Salt Resistance | strength decrease rate: 4.3 % max., no cracks or come unglued. |
| Alkaline Resistance | no strength decrease;
as the concrete damage, no cracks or come unglued. |
| Acid Resistance | concrete damage, no cracks or degumming. |
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