Reference no: EM132373287
Road and Pavement Engineering - Pavement Design Project
Objectives
This assessment item relates to the unit learning outcomes 3, 4 and 5. It develops students' ability to design alternative flexible pavement configurations, to compare them and to recommend the best alternative using current Australian Guidelines and Design Practices. Use of CIRCLY software (pavement design software) is highly recommended when required.
Details/Questions
Geometric design and construction of a new two-lane two-way road has been recently completed and now it is time for design pavement near Ballarat, Victoria. The design should cover all commonly used flexible pavement configurations. The following are the project specific information supplied by the client (VicRoads):
• Average annual daily traffic (AADT) is given by 1/4 x√(full student ID), rounded to nearest whole number (two-way total).
(Student ID of one of the member of the group can be used consistently throughout this assessment and clearly specify that student ID in the cover page of your assessment)
• Pavement design period 30 years.
• Project reliability 95%.
• Lane width= 3.5m.
• Directional distribution 55/45
• Percentage of heavy vehicles is given by: 1/2 × (full student ID)0.15, rounded to nearest two decimal places.
• Subgrade CBR value is given by: 1/4 × (full student ID)0.15, rounded to nearest whole number.
• Annual heavy vehicle growth rate is expected to be 2% throughout the design period.
• The traffic load distribution for the project is given in Table 1 (there is no anticipation of increase in load magnitudes).
• Assume that each heavy vehicle contain one SAST or one TAST
• Other required information can be assumed within Australian Standard (Austroads Guides)
Attachment:- Road and Pavement Engineering.rar
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