The means of the independent variable \( x \) (weeks) and the dependent variable \( y \) (freight car loadings) are calculated as follows:
\[
\bar{x} = \frac{1}{n} \sum_{i=1}^{n} x_i = 9.5
\]
\[
\bar{y} = \frac{1}{n} \sum_{i=1}^{n} y_i = 419.17
\]
The correlation coefficient \( r \) is determined to be:
\[
r = 0.98
\]
The slope \( \beta \) is calculated using the following formulas:
Numerator for \( \beta \):
\[
\sum_{i=1}^{n} x_i y_i - n \bar{x} \bar{y} = 80275 - 18 \cdot 9.5 \cdot 419.17 = 8597.5
\]
Denominator for \( \beta \):
\[
\sum_{i=1}^{n} x_i^2 - n \bar{x}^2 = 2109 - 18 \cdot 9.5^2 = 484.5
\]
Thus, the slope \( \beta \) is:
\[
\beta = \frac{8597.5}{484.5} = 17.75
\]
The intercept \( \alpha \) is calculated as follows:
\[
\alpha = \bar{y} - \beta \bar{x} = 419.17 - 17.75 \cdot 9.5 = 250.59
\]
The linear trend line equation is given by:
\[
\hat{y} = 250.59 + 17.75t
\]
Using the trend line equation, the forecasted demand for Week 20 and Week 21 is calculated as follows:
For Week 20:
\[
\hat{y}_{20} = 250.59 + 17.75 \cdot 20 = 605.59
\]
For Week 21:
\[
\hat{y}_{21} = 250.59 + 17.75 \cdot 21 = 623.34
\]
To find the earliest week when loadings exceed 880, we solve the equation:
\[
880 = 250.59 + 17.75t
\]
Rearranging gives:
\[
t = \frac{880 - 250.59}{17.75} \approx 35.46
\]
- The linear trend line equation is: \( \hat{y} = 250.59 + 17.75t \)
- Forecasted demand for Week 20: \( 605.59 \)
- Forecasted demand for Week 21: \( 623.34 \)
- It should reach 880 loadings in Week \( 35.46 \).
Thus, the final answers are:
\[
\boxed{\hat{y} = 250.59 + 17.75t}
\]
\[
\boxed{605.59}
\]
\[
\boxed{623.34}
\]
\[
\boxed{35.46}
\]