A) Bridge Location Determination:
1. Compute the probability of not occurrence of 50 year earthquake within the next 100 years and check if it is greater/smaller than 70%.
2. Analyze the distribution of river water level (WL) changes and compute probability that WL changes exceed or does not exceed 37 cm and compare it with 70%.
3. Select the best location for the bridge and justify your selection. B) Compute Confidence Interval of Concrete Life Time:
Deriving the Relationship between Bridge Inspection Time and the Number of Trucks:
1. Construct regression analysis between bridge inspection time and the number of trucks passing the bridge to investigate if there is any relationship between them. Justify your conclusion.
2. Compute the equations and construct the best fitting lines/curves.
3. Compute and construct 95% confidence interval for the predicted inspection time if the number of trucks passing the bridge per month is between 80000 and 180000. A) Bridge Location Determination:
1. Compute the probability of not occurrence of 50 year earthquake within the next 100 years and check if it is greater/smaller than 70%.
2. Analyze the distribution of river water level (WL) changes and compute probability that WL changes exceed or does not exceed 37 cm and compare it with 70%.
3. Select the best location for the bridge and justify your selection. B) Compute Confidence Interval of Concrete Life Time:
Deriving the Relationship between Bridge Inspection Time and the Number of Trucks:
1. Construct regression analysis between bridge inspection time and the number of trucks passing the bridge to investigate if there is any relationship between them. Justify your conclusion.
2. Compute the equations and construct the best fitting lines/curves.
3. Compute and construct 95% confidence interval for the predicted inspection time if the number of trucks passing the bridge per month is between 80000 and 180000.
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