Question: Question 3 ( 4 0 marks ) Scrapers are to be used to move ( 2 0 0 0 0 mathrm { ~m

Question 3(40 marks)
Scrapers are to be used to move \(20000\mathrm{~m}^{3}\) from a cutting at the top of a hill to an embankment in a valley. The bank density of the material is \(1700\mathrm{~kg}/\mathrm{m}^{3}\), the swell factor is \(15\%\) and the shrinkage factor is \(25\%\).
The haulage road is straight, has a gradient of \(9\%\), traction of \(75\%\) and a rolling resistance of \(3\%\). The length of this road is 600 m .
The scrapers to be used are Catepillar model 621E and have a bucket capacity of \(15.3\mathrm{~m}^{3}\) and a rated load of 21775 kg . A job factor of 0.8 applies and a management factor of 0.9. The scrapers take 90 seconds to load and 60 seconds to dump. The return time is 2.5 minutes. Assume a \(50-\) minute hour. More information about the scraper is provided on the next page.
(a) Determine the loose volume of material to be moved. (5 marks)
(b) Determine the haul time. Note: The scraper is travelling downhill when it is full. (10 marks)
(c) Determine the production rate of one scraper. Note: The return time is given above, you do not need to calculate it.(5 marks)
(d) A single 3 m wide sheep's-foot roller is available for compaction. The material must be compacted in 200 mm layers with 8 passes for each layer at an average speed of \(4\mathrm{~km}/\mathrm{hr}\). A combined job/management factor of 0.8 applies. Assume a 50-minute hour. Determine the production rate of the roller. (5 marks)
(e) What is the most economical number of scrapers to use if a scraper costs \(\$ 120/\mathrm{h}\) and the compactor costs \$150/h?(10 marks)
(f) In 5 lines or less, list the effects that wet weather will have on the job. (5 marks)
Question 3 ( 4 0 marks ) Scrapers are to be used

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