stillhacker.blogg.se - Pavement design software australia

#Pavement design software australia full

You may continue to expect the same or even better quality with the used and new assignment solution files respectively. Our Experts are well trained to follow all marking rubrics & referencing style.īe it a used or new solution, the quality of the work submitted by our assignment experts remains unhampered. We are serving more than 10000+ Students in Australia, UK & US by helping them to score HD in their academics. Our Assignment Writing Experts are efficient to provide a fresh solution to this question. This Engineering Assignment has been solved by our Engineering Experts at TVAssignmentHelp. You must discuss/interpret everything you calculate

You need to draw final design drawings (not to scale is acceptable but indicate all required dimensions and units of measurements). Granular Overlay: Design granular overlay using Empirical Procedure.Assume the same design traffic DESA as in previous tasks. As the project was located in a temperate climate and the deflections were measured in April. The Measured Characteristic Deflection = 0.90mm.

Rigid 2: CRCP pavement with concrete shoulderĭesign Task 4: Design of Granular Overlay on Granular Pavement (2 Marks) A homogeneous section of a spray-sealed granular pavement was tested with a Deflectograph.Rigid 1: PCP pavement without concrete shoulder.You must discuss/interpret everything you calculate or present. You need to draw final design drawings for all cases (not to scale is acceptable but indicate all required dimensions and units of measurements). Flexible 4: Asphalt (E=2500MPa), granular subbase (E=550MPa) and cemented subbase (E=4000MPa)ĭesign Task 3: Rigid Pavement design (8 Marks) Design the following rigid pavement alternatives using analytical or graphical methods (as applicable or appropriate or preferred!).Flexible 3: Asphalt (E=3500MPa) with granular base (E=500MPa).

#Pavement design software australia full

Flexible 2: Full depth asphalt (E=3000MPa), surface layer asphalt (E=2200MPa).

Flexible 1: Unbound granular pavement with thin bituminous surfacing.

Summarise and calculate (if required) ALL input parameters for both flexible and rigid pavement designĭesign Task 2: Flexible pavement design (10 marks) Design the following flexible pavement alternatives using empirical or empirical-mechanistic procedures (as applicable, appropriate or preferred!).

Other required information can be assumed within Australian Standard (Austroads Guides)ĭesign Task 1: Pavement Design Input Parameters.

Annual heavy vehicle growth is 1% throughout the design period.

Heavy vehicles = 8% (if the last four digits of your student ID is < 3000), 9% (if the last four digits of your student ID is ≥ 3000 but <6000) and 10% (if the last four digits of your student ID is ≥6000).

Subgrade CBR value = 3% (if the last four digits of your student ID is < 3000), 5% (if the last four digits of your student ID is ≥ 3000 but < 6000) and 7% (if the last four digits of your student ID is ≥ 6000).

Two-way total AADT =, rounded to nearest 10.

The following are the project specific information supplied by the client (Road Authority in Victoria): Geometric design, earth moving and subgrade evaluation of a new two-lane two-way road has been recently completed and now it is time for design of pavement in Victoria. Use of CIRCLY software (pavement design software) is highly recommended when required. It develops students' ability to understand Australian pavement design system, materials and tests and design of alternative pavement configurations (flexible pavements, rigid pavements and structural overlays) using current Australian Guidelines and Design Practices. Objectives This assessment item relates to the unit learning outcomes 3, 4, 5 and 6.