A rural 4-lane highway is to be built between A and B. Select the bin t the Superpave criteria for a reliability level of 98%, given the followi ect:
A rural 4-lane highway is to be built between A and B. Select the bin t the Superpave criteria for a reliability level of 98%, given the followi ect:
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![**Question 1:**
A rural 4-lane highway is to be built between locations A and B. Select the binder performance grade to meet the Superpave criteria for a reliability level of 98%, given the following information about the project:
- **Latitude** = 46.77
- **T_air (max)** (Seven-day average high air temperature) = 33.1 °C
- **Standard deviation** of the seven-day high air temperature = 1.8 °C
- **T_air (min)** (1-day minimum air temperature) = -21.3 °C
- **Standard deviation** of the 1-day minimum air temperature = 3.3 °C
- **High pavement design temperature**, T_20 = (T_air - 0.00618Lat² + 0.2289Lat + 42.2)(0.9545) - 17.78.
No graphs or diagrams are included in the image. The information comprises temperature data and the formula required for calculating the high pavement design temperature, which is crucial for selecting the appropriate binder performance grade in highway construction.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fed49b0ba-5622-45d6-b3bf-bc086e4d23cf%2F74b999ea-b3c0-4990-8855-e447bf364da8%2F26vsti_processed.jpeg&w=3840&q=75)
Transcribed Image Text:**Question 1:**
A rural 4-lane highway is to be built between locations A and B. Select the binder performance grade to meet the Superpave criteria for a reliability level of 98%, given the following information about the project:
- **Latitude** = 46.77
- **T_air (max)** (Seven-day average high air temperature) = 33.1 °C
- **Standard deviation** of the seven-day high air temperature = 1.8 °C
- **T_air (min)** (1-day minimum air temperature) = -21.3 °C
- **Standard deviation** of the 1-day minimum air temperature = 3.3 °C
- **High pavement design temperature**, T_20 = (T_air - 0.00618Lat² + 0.2289Lat + 42.2)(0.9545) - 17.78.
No graphs or diagrams are included in the image. The information comprises temperature data and the formula required for calculating the high pavement design temperature, which is crucial for selecting the appropriate binder performance grade in highway construction.
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