Columnar Vertical Cracking Through Both Ends For Crushing Concrete Cylinder

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COMPRESSIVE STRENGTH OF CYLINDRICAL . CONCRETE SPECIMENS Columnar vertical cracking through both ends. no well-formed cones Similar to Type 5, but end of cylinder is pointed The space above is provided for recordina testing charges when the testing is performed bythe Central Materials Laboratory

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of the cylinder’s length, fractures through either end. • Long Shear (d-l): Diagonal fracture with no cracking through either end. • Columnar (e): Vertical cracking through both ends, no well-formed cones. • Crumbling (f): Typical of low-strength concrete. Similar to type a, but with no well-formed cones.

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Columnar vertical cracking through both ends, no well-formed cones Type 4 Diagonal fracture with no cracking through ends; tap with hammer to distinguish from Type 1 Type 5 Side fractures at top or bottom (occur commonly with unbonded caps) Type 6 Similar to Type 5 but end of cylinder is pointed Project Manager: Ty Toller Concrete T1905969 01

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