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    Fig. 1-23. Effect of hard steel troweling and surface treatments on the abrasion resistance of concrete (ASTM C 779). Base slab compressive strength was 40 MPa (6000 psi) at 28 days. All slabs were steel troweled (Brinkerhoff 1970). 11 Fig. 1-24. Test

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    d. Compressive strength of concrete in MPa (psi). e. Weight of lightweight structural concrete in kg/m3 (pounds per cubic feet). f. Weather conditions during placing. g. Temperature of concrete in each test cylinder when test cylinder was molded. h. Maximum and i.

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    Physical Properties of Roller-Compacted Concrete (RCC) Flexural Strength High flexural strength (500 to 1000 psi) (3.5 MPa to 6.9 MPa) Structural Capacity High compressive strength (4,000 to 10,000 psi) (28 MPa to 69 MPa) Density High density Water Content

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    The poker vibrator is ideal for the internal compaction of concrete specimens and a good alternative to traditional tamping bar, especially when there are large nuers of specimens to be compacted. Flexible shaft length and tip diameter can be selected from the four available products.

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    Connections should have a minimum pressure rating of 1 MPa (145 psi) and produce a smooth interior alignment with no lips or kinks. Connections between external HDPE pipe and steel pipe eedded in the concrete should be


    - Structural grade Plywood: CLASS-ABX E = 10 MPa (1500 PSI), Fb = 8273 kPa (1200 PSI), Fv = 965 kPa (140 PSI). - Dimensions: 4´x 8´x 3/4” The installation of the plates must guarantee that no space is left without coverage. For fastening the plates, a self

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