Sketch a balance curve (as done in lecture slides and the textbook) for a truck-hauling operation...
This problem consists of two parts. It is about earthwork activity on site. Part A: Sketch a balance curve for a truck-hauling operation with two excavators operating in tandem at 175 cy/hr each and trucks operating at 42 cy/hr each. Show all your calculations. (10 points) Part B: Also, sketch the $/cy vs. trucks curve (plus/minus 2 trucks from the balanced number) if each excavator operates at $110/hr and each truck operates at $70/hr. For example, if you select 6...
Part 2 Based upon the results to part 1, the project requires hauling materials to, or from, the site. The following equipment is available for earthwork operations: - One 5-cy heaped capacity bucket loader; a 0.5 min cycle time; 90% fill capacity. - One 7-cy heaped capacity bucket loader; a 0.6 min cycle time; 90% fill capacity. 45.9-cy heaped capacity off-road trucks; a 0.5 min dump time; 100% fill capacity. - Loaded trucks travel through the following three sections: Haul...
(50) 7. Analyze the following operation. A 385C Excavator will be used to load material into a CAT 740 (no ejector) articulated truck. The excavator is equipped with a 6 cy heaped bucket and is capable of cycling every 30 seconds. The material being loaded weighs 3,300 lbs cy. The job efficiency is 90%. The trucks will be hauling the nmaterial 4000 feet over a road with a total rolling resistance of 9% to the dumpsite and 10% total rolling...
Part 2 Based upon the results to part 1, the project requires hauling materials to, or from, the site. The following equipment is available for earthwork operations: - One 5-cy heaped capacity bucket loader; a 0.5 min cycle time; 90% fill capacity. - One 7-cy heaped capacity bucket loader; a 0.6 min cycle time; 90% fill capacity. 45.9-cy heaped capacity off-road trucks; a 0.5 min dump time; 100% fill capacity. - Loaded trucks travel through the following three sections: Haul...
Part 1 Complete the following Earthwork Sheet Material: Earth and Gravel, Swell Factor: 83 Strip fill(cy Total till och Total cut beyl Adj fill (byl Sum (beyl Mass ordinate 1.23 056 2.37 1.20 2.36 3.07 3.60 3.77 3.09 3.01 4.65 Strip cut (boyil 0.04 1.04 097 3.22 2.08 2.33 2.51 1.85 161 1.74 0.88 109 35.70 5.58 18 3.12 2.03 6.77 2.01 2.53 0.82 1.08 1.20 1.92 1.59 1.82 3.95 3.25 2.74 150 7.42 556 80 End-area End area cut...