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Pacific Pearl
Joint effect
Exceeds these tests
Specification | Test | Standard | King Klinker |
|---|---|---|---|
Chemical Resistance | ASTM C-650 | Not affected | |
Chemical Resistance | ASTM C-650 | Not affected | |
Freeze-Thaw | ASTM-67 | Min. 50 Cycles | Passed 3,000 cycles |
Freeze-Thaw | ASTM-67 | Min. 50 Cycles | Passed 3,000 cycles |
Compressive Strength | ASTM-67 | None | 10,000 lbs./sq.in. |
Compressive Strength | ASTM-67 | None | 10,000 lbs./sq.in. |
Modulus of Rupture | ASTM-67 | 250lbs./sq.in. | >500 lbs./sq.in. |
Modulus of Rupture | ASTM-67 | 250lbs./sq.in. | >500 lbs./sq.in. |
Size | ASTM C-1088 | Max. 1% | Meets the Standard |
Size | ASTM C-1088 | Max. 1% | Meets the Standard |
Warpage | ASTM 216 | Max. 0.5% | Meets the Standard |
Warpage | ASTM 216 | Max. 0.5% | Meets the Standard |
Saturation Coefficient | ASTM C-1088 | 1.01 | <3% - N/A |
Saturation Coefficient | ASTM C-1088 | 0.93 | <3% - N/A |
Chemical Resistance | ASTM C-650 | Not affected | |
Freeze-Thaw | ASTM-67 | Min. 50 Cycles | Passed 3,000 cycles |
Saturation Coefficient | ASTM C-1088 | 0.92 | <3% - N/A |
Compressive Strength | ASTM-67 | None | 10,000 lbs./sq.in. |
Modulus of Rupture | ASTM-67 | 250lbs./sq.in. | >500 lbs./sq.in. |
Warpage | ASTM 216 | Max. 0.5% | Meets the Standard |
Size | ASTM C-1088 | Max. 1% | Meets the Standard |
Production Details
clay body
color
surface color through the body
Surface Color Through Brick
production
season
Max % Corners
to Flats Ratio
Size Capabilities
Textures
Edges
Brick BAck STructure
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