(b) By referring to Figure B3(a), calculate the quantity of earthwork to be cut and fill using a Triangle method. Meruju

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B By Referring To Figure B3 A Calculate The Quantity Of Earthwork To Be Cut And Fill Using A Triangle Method Meruju 1 (51.01 KiB) Viewed 27 times

(b) By referring to Figure B3(a), calculate the quantity of earthwork to be cut and fill using a Triangle method. Merujuk kepada Rajah B3(a), kirakan kuantiti kerja tanah yang perlu dipotong dan ditambak menggunakan kaedah Tiga Segi. Given/ Diberi: SULIT i. Interval is 10 m Sela 10 m ii. Formation level is 150.0 m Aras pembentukan150.0 m iii. Top Soil is 150 mm. Tanah permukaan 150 mm A B C D 1 2 150.00 151.50 DCC2073: CONTRACT AND ESTIMATING 3 150.35 4 151.20 151.00 151.20 148.52 150.50 151.40 149.20 149.52 150.85 Figure B3(a): Grid Layout Rajah B3(a):Susunatur Grid 151.75 148.25 147.52 150.85 [10 marks] [10 markah]