2007~2008 BE225 Construction Methods & Technology s School of Environment & Technology Semester 2 Examinations 2007-2008 BE225 CONSTRUCTION METHODS & TECHNOLOGY Instruction to candidates: Time allowed: TWO hours Attempt question ONE and TWO (Compulsory) and any TWO questions from the remaining three questions Answer FOUR questions in total Each question carrying equal marks Thursday 5 June 2008, 09:00 -11:00 Hours PA020408 Page 1 of 5 2007~2008 PA020408 BE225 Construction Methods & Technology Page 2 of 5 2007~2008 BE225 Construction Methods & Technology Question 1 (compulsory) A construction manager has asked you to produce method statement(s) for the construction of a deep basement for the new building block at the University of Brighton, Watts carpark area (Appendix 1.0). The site set up has been completed, you are to focus on providing the detail to enable the substructure works to commence Produce descriptive, design and tabulated method statements to carry out the sub-structure works and identify the constraints that may affect the construction process. (30 marks) Question 2 (compulsory) A contractor is using a tracked mounted excavator/loader machine for excavation work on site. The plant has a peak output of 140 cubic metres bulked material per hour. The excavation is a basement 180m by 74m by 5.2m deep in clayey soil overlaid by a 0.8m fill material, therefore 6m deep overall. (a) Using justifiable estimates and bulk factors of 1.3 and 1.15 for the clay and fill material respectively, calculate the: (i) Total bulk volume of excavated material (5 marks) (ii) Peak output of the excavator (show all calculations and assumptions) (2 marks) (ii) Normal output of the excavator (show all calculations and assumptions) (2 marks) (iii) The overall operational efficiency factor of the excavator (show all calculations and assumptions) (2 marks) (iv) Actual output of the excavator (show all calculations and assumptions) (2 marks) (b) If the tipping ground is 20 Km away from site, and the average speed for haulage trucks is 28 Km/hr determine how many suitably sized trucks would be required for the excavator to work non-stop (allow 8 minutes for dumping, turning and accelerating from the tip). (7 marks) (c) Plot a Haulage Diagram to depict your results in (b). (d) If the contractor owns the excavator but has to hire the haulage trucks, state how many trucks would he require to achieve optimum hire cost based on the Haulage Diagram? (4 marks) PA020408 (6 marks) Page 3 of 5 2007~2008 BE225 Construction Methods & Technology Attempt any TWO questions from the remaining THREE questions in this paper Question 3 Under the NEW Construction Design and Management Regulations (CDM 2007), outline the roles and responsibilities of the main ‘Stakeholders’ involved and highlight how these stakeholders influence health and safety on construction sites. (20 Marks) Question 4 A construction manager has to make key decisions and evaluate project conditions in order to choose the most appropriate construction methods for a building project. (a) Briefly list and describe the ten key factors that govern the selection of foundations. (b) (10 marks) Briefly list and describe the main factors that govern the selection of construction plant. (10 marks) Question 5 A contractor intends using a Proprietary system to support the sides of an excavation trench. (a) Identify the criteria used to develop a feasible solution when considering the support of excavations and discuss the procedures required to address three of these criteria. (10 marks) (b) Discuss (with the aid of sketches) two excavation support systems, highlighting the advantages and disadvantages in each case. (one of your chosen systems must be able to deal with ‘services’ or drainage pipework crossing the excavation). (10 marks) PA020408 Page 4 of 5 2007~2008 PA020408 BE225 Construction Methods & Technology Page 5 of 5