Design and construction of a new two-lane two-way road

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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

Verified Expert

The “Ausroads” have decided to build a two-way highway with its design pavement in “Ballarat, Victoria”. This is a design which is supposed to be making a “cost-effective” solution for their project.

Reference no: EM132373287

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Reviews

len2373287

9/20/2019 12:55:45 AM

Assessment criteria Content, presentation and layout include: • the accuracy and relevance of information • application of knowledge • language and grammar used in writing reports • proper referencing of sources of information (when referencing, Harvard style should be used.) • equations, images, data and tables, and the quality of presentation and layout.

len2373287

9/20/2019 12:55:34 AM

• References (1 marks) • Follow the report structure as given above (2 marks is reserved for overall presentation quality). • Start new chapter from a new page. • Do not copy and paste any tables, figures from lecture notes and design guides, except you created by yourself, just provide a proper reference to them. • Number each table and figure you created sequentially and refer them inside the text. • The submission should be easily understandable for general audience, who may or may not have technical knowledge on pavement design. • Write proper unit of measurements.

len2373287

9/20/2019 12:55:26 AM

• Chapter 3 Flexible Pavement Alternatives (can be sub-sectioned based on the type--- detailed stepwise calculations must be provided with proper referencing either inside the report texts or in the appendices) (2+4+4+4 = 14 marks) ? Unbound granular pavement with thin bituminous surfacing (use Figure 8.4) ? Full depth asphalt (E=2500MPa) ? Asphalt (150mm think, E=5000MPa) with cemented material (E=5000MPa) base ? Asphalt (175mm think, E=2000MPa), cemented material (E=2000MPa) and unbound granular material (500MPa) • Chapter 4 Comparison of the designs and recommendations (compare all alternative designs in a tabular form and propose the best alternative in terms of cost criteria ONLY… unit costs of different pavement materials are to be collected from current Australian references… students are to search and locate these unit costs) (2 marks)

len2373287

9/20/2019 12:55:20 AM

• Suggested contents of the report chapters (can be modified as required) are: • Title pages (title, acknowledgement, executive summary or abstract, table of contents, list of figures and tables, abbreviations) (1.5 marks) • Chapter 1 Project Introduction (client, location, objectives, issues, scopes, summary of the information supplied by the client, methodology adopted, report organisation etc.) (1.5 marks) • Chapter 2 Pavement Design Input Parameters (some of these can be just the list of known information; others may be required to calculate, e.g. subgrade evaluations, pavement materials, traffic loading etc.) (3 marks)

len2373287

9/20/2019 12:55:04 AM

This assignment exactly resembles to the following assignment task which your website/company has already assisted with. just shared has minor differences in values given in the data and for my assignmnet we dont need Rigid pavement analysis. • Teamwork: This design project is team based assessment. Please find another student and make a team of 2 to work on this assessment. Enrol in as group in unit site and submit as a group task. If you are unable to find a friend or do not agree with the contribution by your friend, submit your work alone. There will be no punishment or reward for submitting alone. Prepare (sequentially organise, properly format and scan if necessary) and upload a single PDF file (only one file per assessment item with Student ID of any member of the group as file name, for example, 211111111.pdf) on CloudDeakin Dropbox. Note: Softcopy docs (Excel, Word, AutoCAD etc) and multiple files for one assessment item will not be assessed or referenced!

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