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QUESTIONS Q1.What is the primary purpose of soil-compaction testing?Q2.When performing a compaction test on a sandy soil, (a) what mold should you use and (b) how many tamper blows per layer are required?Q3.What is the overall objective of density testing? Q4.In the sand-displacement method of density testing, the sand is calibrated to determine its bulk density. Why must you do this before each test? Q5.The California bearing ratio (CBR) test measures the capacity of a soil to resist what type of force? Q6.Of the cements discussed in the TRAMAN, which one is most sulphate resistant? Q7.When the cement paste in a concrete mix does not bond with the aggregate particles, what is the probable cause?Q8.When a concrete mix contains an excessive amount of silt or clay, what surface defect may occur when the concrete is placed?Q9.As related to aggregate used in concrete, define the term surface moisture.Q1O.What is the primary reason for adding an air-entraining agent to a concrete mix?Q11.Define the term hydration as it applies to concrete.Q12.In concrete flexural-strength testing, when should you use the formula R = 3Pa/bd2?Q13.In what three ways can asphalt be liquified? Q14.To identify an unknown bituminous material what is the first field test that you should perform?Q15.To distinguish the type and determine the approximate grade of an unknown asphalt cutback, what laboratory test should you perform?A1. To determine the moisture content at which the maximum density for a given compactive effort occurs. A2. (A) Proctor, (B) 25. A3. To ensure that densities obtained in the field conform to the project specification requirements. A4. The bulk density can change due to varying temperature and humidity conditions. A5. Shear. A6. Type V (sulphate-resistant portland cement). A7. The aggregate contains exessive organic material. A8. Hairline cracking. A9. Water that is in excess of the amount needed for a saturated, surface-dry condition. A10. For improved watertightness and increased resistance to frost action. A11. The chemical reaction between cement and water that causes a concrete to harden.A12. When the test specimen breaks outside the middle third of span length by less than 5 percent.A13. By heating, dissolution, and emulsifiication. A14. The volubility test. A15. A distillation test. |
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