Coarse aggregate is placed in a rigid bucket and rodded with a tamping rod to determine its unit weight. The following data are obtained: Volume of bucket = 1½ ft³ Weight of empty bucket Weight of bucket filled with dry rodded coarse aggregate 20.3 lb %3D Trial 1 = 69.6 lb Trial 2 = 68.2 lb Trial 3 = 71.6 lb a. Calculate the average dry-rodded unit weight b. If the bulk dry specific gravity of the aggregate is 2.620, calculate the per- cent voids between aggregate particles for each trial.
Coarse aggregate is placed in a rigid bucket and rodded with a tamping rod to determine its unit weight. The following data are obtained: Volume of bucket = 1½ ft³ Weight of empty bucket Weight of bucket filled with dry rodded coarse aggregate 20.3 lb %3D Trial 1 = 69.6 lb Trial 2 = 68.2 lb Trial 3 = 71.6 lb a. Calculate the average dry-rodded unit weight b. If the bulk dry specific gravity of the aggregate is 2.620, calculate the per- cent voids between aggregate particles for each trial.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Coarse aggregate is placed in a rigid bucket and rodded with a tamping rod to
determine its unit weight. The following data are obtained:
Volume of bucket
½ ft3
Weight of empty bucket
Weight of bucket filled with dry rodded coarse aggregate
20.3 lb
Trial 1 =
69.6 lb
Trial 2 = 68.2 lb
Trial 3 = 71.6 lb
a. Calculate the average dry-rodded unit weight
b. If the bulk dry specific gravity of the aggregate is 2.620, calculate the per-
cent voids between aggregate particles for each trial.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb1687bde-017e-4226-952d-3e87f0ba980a%2F6b8cf336-81a0-4db9-ab91-e111deb1410d%2Fc15i5i7_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Coarse aggregate is placed in a rigid bucket and rodded with a tamping rod to
determine its unit weight. The following data are obtained:
Volume of bucket
½ ft3
Weight of empty bucket
Weight of bucket filled with dry rodded coarse aggregate
20.3 lb
Trial 1 =
69.6 lb
Trial 2 = 68.2 lb
Trial 3 = 71.6 lb
a. Calculate the average dry-rodded unit weight
b. If the bulk dry specific gravity of the aggregate is 2.620, calculate the per-
cent voids between aggregate particles for each trial.
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