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3.5 Complete the earthwork calculation sheet here and plot the resulting mass diagram. Divide ccy by 0.9 to convert to bcy. Calculate the area under the mass diagram curve. What quantity of material must be hauled along the length of the project? What is the average haul distance, in stations, for this material? (2,553,148 cy-ft; 4,108 cy; 6+ 22 stations) End- End- area area Volume Volume Strip Strip Strip Strip Total cut fill of cut of fill fill Station (sf) (sf) (bcy) (ccy) cut (bcy) (ccy) (bcy) cut Total fill fill (ccy) (bcy) (bcy) Adj. Mass Sum ordinate (bcy) 0+00 0 0 0 0 00 1+00 166 0 0 08 0 082 00 2+00 310 0 0 OP 0 0 001.S 00+ S 3+00 230 0 0 0010 0 020. 00 4+00 256 0 00 000 0 018.a 00 5+00 186 37 080 08 0 0040 6+00 99 85 080 08 0 008 008,1 00+ 0 7 +00 132 165 280 08 0 00 8+00 80 256 000 0 0 009. 0 00+ 9+00 0 389 00 0 0 0 001. 0 00+ 10 +00 0 350 080 0 0 089.1 0 00 * 11+00 0 31 080 0 0 018.1 00S 00 12+00 0 0 010 08 0 001.1 082 00 EMED

3.5 Complete the earthwork calculation sheet here and plot the resulting mass diagram. Divide ccy by 0.9 to convert to bcy. Calculate the area under the mass diagram curve. What quantity of material must be hauled along the length of the project? What is the average haul distance, in stations, for this material? (2,553,148 cy-ft; 4,108 cy; 6+ 22 stations) End- End- area area Volume Volume Strip Strip Strip Strip Total cut fill of cut of fill fill Station (sf) (sf) (bcy) (ccy) cut (bcy) (ccy) (bcy) cut Total fill fill (ccy) (bcy) (bcy) Adj. Mass Sum ordinate (bcy) 0+00 0 0 0 0 00 1+00 166 0 0 08 0 082 00 2+00 310 0 0 OP 0 0 001.S 00+ S 3+00 230 0 0 0010 0 020. 00 4+00 256 0 00 000 0 018.a 00 5+00 186 37 080 08 0 0040 6+00 99 85 080 08 0 008 008,1 00+ 0 7 +00 132 165 280 08 0 00 8+00 80 256 000 0 0 009. 0 00+ 9+00 0 389 00 0 0 0 001. 0 00+ 10 +00 0 350 080 0 0 089.1 0 00 * 11+00 0 31 080 0 0 018.1 00S 00 12+00 0 0 010 08 0 001.1 082 00 EMED

ENGR.ECONOMIC ANALYSIS
ENGR.ECONOMIC ANALYSIS
14th Edition
ISBN:9780190931919
Author:NEWNAN
Publisher:NEWNAN
Chapter1: Making Economics Decisions
Section: Chapter Questions
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3.5 Complete the earthwork calculation sheet here and plot the resulting mass diagram. Divide ccy by 0.9 to convert to bcy. Calculate the area under the mass diagram curve. What quantity of material must be hauled along the length of the project? What is the average haul distance, in stations, for this material? (2,553,148 cy-ft; 4,108 cy; 6+ 22 stations) End- End- area area Volume Volume Strip Strip Strip Strip Total cut fill of cut of fill fill Station (sf) (sf) (bcy) (ccy) cut (bcy) (ccy) (bcy) cut Total fill fill (ccy) (bcy) (bcy) Adj. Mass Sum ordinate (bcy) 0+00 0 0 0 0 00 1+00 166 0 0 08 0 082 00 2+00 310 0 0 OP 0 0 001.S 00+ S 3+00 230 0 0 0010 0 020. 00 4+00 256 0 00 000 0 018.a 00 5+00 186 37 080 08 0 0040 6+00 99 85 080 08 0 008 008,1 00+ 0 7 +00 132 165 280 08 0 00 8+00 80 256 000 0 0 009. 0 00+ 9+00 0 389 00 0 0 0 001. 0 00+ 10 +00 0 350 080 0 0 089.1 0 00 * 11+00 0 31 080 0 0 018.1 00S 00 12+00 0 0 010 08 0 001.1 082 00 EMED
Transcribed Image Text:3.5 Complete the earthwork calculation sheet here and plot the resulting mass diagram. Divide ccy by 0.9 to convert to bcy. Calculate the area under the mass diagram curve. What quantity of material must be hauled along the length of the project? What is the average haul distance, in stations, for this material? (2,553,148 cy-ft; 4,108 cy; 6+ 22 stations) End- End- area area Volume Volume Strip Strip Strip Strip Total cut fill of cut of fill fill Station (sf) (sf) (bcy) (ccy) cut (bcy) (ccy) (bcy) cut Total fill fill (ccy) (bcy) (bcy) Adj. Mass Sum ordinate (bcy) 0+00 0 0 0 0 00 1+00 166 0 0 08 0 082 00 2+00 310 0 0 OP 0 0 001.S 00+ S 3+00 230 0 0 0010 0 020. 00 4+00 256 0 00 000 0 018.a 00 5+00 186 37 080 08 0 0040 6+00 99 85 080 08 0 008 008,1 00+ 0 7 +00 132 165 280 08 0 00 8+00 80 256 000 0 0 009. 0 00+ 9+00 0 389 00 0 0 0 001. 0 00+ 10 +00 0 350 080 0 0 089.1 0 00 * 11+00 0 31 080 0 0 018.1 00S 00 12+00 0 0 010 08 0 001.1 082 00 EMED
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