Estimating Earthwork Construction Financial Management Assignment Help

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1. A 2-yd (1.53-m3) dragline is being used to excavate a canal in common earth. The av-erage swing angle is 70°, the average depth of cut is 8.9 ft (2.7 m), and job efficiency is 50 min/h. Estimate the dragline's hourly production in loose measure.
 
2. Write a computer program to determine the height and base width (feet or meters) of the triangular spoil bank that will result from a rectangular trench excavation. Input should include the ditch width and depth (feet or meters) as well as the soil's angle of repose (degrees) and swell (%).
 
3. A rectangular ditch having a cross-sectional area of 24 sq ft (2.2 m2) is being excavated in clay. The soil's angle of repose is 35° and its swell is 30%. Find the height and width of the triangular spoil bank that will result from the trench excavation.
 

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4. A soil weighs 2500 lb/cu yd (1483 kg/m3) loose, 3100 lb/cu yd (1839 kg/m3) in its natural state, and 3650 lbku yd (2106 kg,/m3) compacted. Find this soil's load factor and shrinkage factor.
 
5. A sample of gravel from a stockpile weighs 15 lb (6.80 kg). After oven drying, the sample weighs 14.2 lb (6.44 kg). Calculate the moisture content of the sample.
 

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