You are currently working for the City and you have to select a performance grade asphalt binder for a paving project. Local weather statistics: High 7 day air temperature Low 1 day air temperature Latitude: 20.63° Avg 33.1° C 2 standard deviations -39.6° C Longitude: 104.67° 2.2 3.9 Elavation:557m A) Calculate the low pavement design temperature and high pavement design temperature at 50% reliability and 98% reliability. B) What PG grade asphalt would you choose at 50% reliability and 98% reliability? C) Considering at the intersections with stop signs the PG should upgraded by 2, which PG asphalt binder would you recommend for?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Alberta Requirements 

 

You are currently working for the City and you have to select a performance grade asphalt
binder for a paving project.
Local weather statistics:
High 7 day air temperature
Low 1 day air temperature
Latitude: 20.63°
Avg
33.1° C
2 standard deviations
-39.6° C
Longitude: 104.67°
2.2
3.9
Elavation:557m
A) Calculate the low pavement design temperature and high pavement design temperature
at 50% reliability and 98% reliability.
B) What PG grade asphalt would you choose at 50% reliability and 98% reliability?
C) Considering at the intersections with stop signs the PG should upgraded by 2, which
PG asphalt binder would you recommend for?
Transcribed Image Text:You are currently working for the City and you have to select a performance grade asphalt binder for a paving project. Local weather statistics: High 7 day air temperature Low 1 day air temperature Latitude: 20.63° Avg 33.1° C 2 standard deviations -39.6° C Longitude: 104.67° 2.2 3.9 Elavation:557m A) Calculate the low pavement design temperature and high pavement design temperature at 50% reliability and 98% reliability. B) What PG grade asphalt would you choose at 50% reliability and 98% reliability? C) Considering at the intersections with stop signs the PG should upgraded by 2, which PG asphalt binder would you recommend for?
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