Evaluate cost and production using a 3-cy hoe to load wet gravel into 14-cy-size trucks. Assume a bucket fill factor of 105% and that the hoe bucket swing cycle time is 24 sec. Use the information in table below, a truck net empty weight of 36,860 lb, and a rated payload of 40,000 lb. Dump time will be 1.3 min. The haul distance is 2.5 miles from the pit to the plant up a 3% grade. The rolling resistance of the haul road will be maintained at 3%. The hoe and operator cost $97 per hour, and trucks cost $49 per hour. Assume the efficiency is 60min/hr. What is the truck cycle time? What is the loader cycle time? What is the number of trucks? What is the production of the truck, if you know that the loader will control that production? What is the total cost in dollars $ and in ($/lcy)? Total resistance% Speed(mph) 0 35 2 35 4 22.5 6 12.5 8 7
Evaluate cost and production using a 3-cy hoe to load wet gravel into 14-cy-size trucks. Assume a bucket fill factor of 105% and that the hoe bucket swing cycle time is 24 sec. Use the information in table below, a truck net empty weight of 36,860 lb, and a rated payload of 40,000 lb. Dump time will be 1.3 min. The haul distance is 2.5 miles from the pit to the plant up a 3% grade. The rolling resistance of the haul road will be maintained at 3%. The hoe and operator cost $97 per hour, and trucks cost $49 per hour. Assume the efficiency is 60min/hr. What is the truck cycle time? What is the loader cycle time? What is the number of trucks? What is the production of the truck, if you know that the loader will control that production? What is the total cost in dollars $ and in ($/lcy)? Total resistance% Speed(mph) 0 35 2 35 4 22.5 6 12.5 8 7
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Evaluate cost and production using a 3-cy hoe to load wet gravel into 14-cy-size trucks. Assume a bucket fill factor of 105% and that the hoe bucket swing cycle time is 24 sec. Use the information in table below, a truck net empty weight of 36,860 lb, and a rated payload of 40,000 lb. Dump time will be 1.3 min. The haul distance is 2.5 miles from the pit to the plant up a 3% grade. The rolling resistance of the haul road will be maintained at 3%. The hoe and operator cost $97 per hour, and trucks cost $49 per hour. Assume the efficiency is 60min/hr.
- What is the truck cycle time?
- What is the loader cycle time?
- What is the number of trucks?
- What is the production of the truck, if you know that the loader will control that production?
- What is the total cost in dollars $ and in ($/lcy)?
Total resistance% |
Speed(mph) |
0 |
35 |
2 |
35 |
4 |
22.5 |
6 |
12.5 |
8 |
7 |
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