From the following trial batch data, determine the material weights for a cubic yard batch. Initial Wt. (lb) 8.20 3.45 32.00 26.40 Cement Water Fine Aggregate (SSD) Coarse Aggregate (SSD) Left over after the batch has been mixed. Final Wt. (lb)* 0 0 Vol. of container = 0.121 ft.³ Wt. of container = 8.30 lb Wt. of container and 9.80 4.20 concrete = 25.80 lb
From the following trial batch data, determine the material weights for a cubic yard batch. Initial Wt. (lb) 8.20 3.45 32.00 26.40 Cement Water Fine Aggregate (SSD) Coarse Aggregate (SSD) Left over after the batch has been mixed. Final Wt. (lb)* 0 0 Vol. of container = 0.121 ft.³ Wt. of container = 8.30 lb Wt. of container and 9.80 4.20 concrete = 25.80 lb
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:# Material Weight Calculation for a Cubic Yard Batch
## Trial Batch Data Analysis
### Initial and Final Weights
This data outlines the initial and final weights of materials for a trial batch and is used to determine material weights needed for a cubic yard batch of concrete.
| Material | Initial Wt. (lb) | Final Wt. (lb)* |
|--------------------------|------------------|-----------------|
| Cement | 8.20 | 0 |
| Water | 3.45 | 0 |
| Fine Aggregate (SSD) | 32.00 | 9.80 |
| Coarse Aggregate (SSD) | 26.40 | 4.20 |
\* *Final weight indicates the leftover after the batch has been mixed.
### Additional Measurements
- Volume of container: 0.121 ft³
- Weight of the container: 8.30 lb
- Weight of the container and concrete together: 25.80 lb
### Instructions
This table and additional data allow students to calculate the necessary material proportions to scale up to a full cubic yard batch. Use these values to examine the efficiency and accuracy of material usage in trial batch formulations.
Note: SSD stands for Saturated Surface Dry condition of aggregates, which is an important factor in accurate concrete mix design.
Expert Solution

Step 1
Given-
Cement - 8.20
Water - 3.45
Fine aggregate
- initial Wt.- 32
- Final Wt, -9.80
Coarse Aggregate
- initial Wt- 26.40
- Final Wt. - 4.20
Vol. of container- 0.121 ft3
Wt. of container - 8.30 lb
Wt. of container and concrete - 25.80 lb
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