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CE 200 MATERIALS LAB FINAL-PCC AND WOOD EXAM-ACTUAL EXAM -LATEST UPDATE 2025 | COMPLETE QUESTIONS WITH CORRECT DETAILED AND VERIFIED ANSWERS|MOSTLY TESTED QUESTIONS-RATED 100% CORRECT!! GUARANTEED PASS!! ALREADY GRADED A+

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CE 200 MATERIALS LAB FINAL-PCC AND WOOD EXAM-ACTUAL EXAM -LATEST UPDATE 2025 | COMPLETE QUESTIONS WITH CORRECT DETAILED AND VERIFIED ANSWERS|MOSTLY TESTED QUESTIONS-RATED 100% CORRECT!! GUARANTEED PASS!! ALREADY GRADED A+

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CE 200 MATERIALS LAB FINAL-PCC AND WOOD
EXAM-ACTUAL EXAM -LATEST UPDATE 2025 |
COMPLETE QUESTIONS WITH CORRECT DETAILED
AND VERIFIED ANSWERS|MOSTLY TESTED
QUESTIONS-RATED 100% CORRECT!! GUARANTEED
PASS!! ALREADY GRADED A+
When conducting the slump test in the laboratory — in accordance to ASTM C
143, "Standard Test Method for Slump of Hydraulic-Cement Concrete" — it was
required to rod (25 strokes for every one of the three layers) the PCC in the
frustum of the cone (the slump test cone or mold) prior to measuring the slump,
primarily, so as to: - ...(ANSWERS)....Compact the freshly mixed portland cement
concrete (PCC) in the frustum of the cone mold



Why do you pound the PCC 25 times (for every 1 of 3 layers) in the frustum with a
rod during the slump test? - ...(ANSWERS)....To compact the PCC into the cone
mold



frustum of a cone - ...(ANSWERS)....formed by cutting the top off of a cone with a
cut parallel to the base.



The mold for making the slump test is in the shape of : - ...(ANSWERS)....Frustum
of a Cone



Slump Test - ...(ANSWERS)....A test for mixed concrete to determine consistency
and workability.

, You wet the frustum of the cone during Slump Test so as to: -
...(ANSWERS)....Provide a lubricating effect so that the PCC doesn't stick to the
mold when pulled upward



When testing the timber specimen in compression parallel to the grain, a
significant deviation from the procedures prescribed in ASTM D 143, "Standard
Test Methods for Small Clear Specimens of Timber," was: - ...(ANSWERS)....Not
using a displacement-controlled loading scheme (e.g., inch/minute)



The clear-grade Douglas fir timber specimen tested in the CE 200L laboratory in
shear parallel to the grain would have been stronger if : - ...(ANSWERS)....Instead,
it had been tested perpendicular to the grain



Water Content = - ...(ANSWERS)....Water mass Wet / Water mass Dry



Lime increases - ...(ANSWERS)....Workability, Bondage Strength of Mortar and
keeps water inside the mix



Timber has high - ...(ANSWERS)....Strength / Weight Ratio



Compressive Strength of Timber is MAX _______ to the fibers -
...(ANSWERS)....Parallel



Compressive Strength of Timber is MIN _______ to the fibers -
...(ANSWERS)....Perpendicular

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