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Given: Slope stake data for an 8.000 m wide roadway (4m width each side). Required: On E-2 paper, draw the cross-section of your station and the three that follow. You will draw a total of four sections. Use a straightedge and a scale of 1" = 2m with your paper turned in the "landscape" position. For the cross-section at each station calculate the cross-sectional areas. Show cut and fill areas separately. Note: you do not need to know the side slopes. Calculate the volume contained by the four sections. Report: Cut Volume, Fill Volume, and Net Volume; to the nearest m³. Problem Station Left Center Right 1 0+740 c1.92 c1.34 60.64 5.92 4.64 2 0+760 61.07 c0.73 60.27 5.07 4.27 3 0+780 c0.58 f0.34 f1.43 4.58 6.86 4 0+800 f0.76 f0.64 f1.46 5.52 6.92 5 0+820 f1.04 f1.13 f1.28 6.08 6.56 6 0+840 c0.55 c1.49 c1.29 4.55 5.29 7 0+860 c0.79 c0.12 f1.10 4.79 6.20 8 0+880 61.01 c1.74 c2.44 5.01 6.44 9 0+900 f1.25 f0.52 f0.85 6.50 5.70 10 0+920 ₤1.98 f0.94 f0.46 7.96 4.92 11 0+940 f0.55 f0.15 60.94 5.10 4.94 12 0+960 c0.67 c1.52 €2.56 4.67 6.56 13 0+980 C116 c2.32 c3.02 5.16 7.02

Given: Slope stake data for an 8.000 m wide roadway (4m width each side). Required: On E-2 paper, draw the cross-section of your station and the three that follow. You will draw a total of four sections. Use a straightedge and a scale of 1" = 2m with your paper turned in the "landscape" position. For the cross-section at each station calculate the cross-sectional areas. Show cut and fill areas separately. Note: you do not need to know the side slopes. Calculate the volume contained by the four sections. Report: Cut Volume, Fill Volume, and Net Volume; to the nearest m³. Problem Station Left Center Right 1 0+740 c1.92 c1.34 60.64 5.92 4.64 2 0+760 61.07 c0.73 60.27 5.07 4.27 3 0+780 c0.58 f0.34 f1.43 4.58 6.86 4 0+800 f0.76 f0.64 f1.46 5.52 6.92 5 0+820 f1.04 f1.13 f1.28 6.08 6.56 6 0+840 c0.55 c1.49 c1.29 4.55 5.29 7 0+860 c0.79 c0.12 f1.10 4.79 6.20 8 0+880 61.01 c1.74 c2.44 5.01 6.44 9 0+900 f1.25 f0.52 f0.85 6.50 5.70 10 0+920 ₤1.98 f0.94 f0.46 7.96 4.92 11 0+940 f0.55 f0.15 60.94 5.10 4.94 12 0+960 c0.67 c1.52 €2.56 4.67 6.56 13 0+980 C116 c2.32 c3.02 5.16 7.02

Fundamentals Of Construction Estimating
Fundamentals Of Construction Estimating
4th Edition
ISBN:9781337399395
Author:Pratt, David J.
Publisher:Pratt, David J.
Chapter4: Measuring Site Work, Excavation, And Piling
Section: Chapter Questions
Problem 8RQ
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Given: Slope stake data for an 8.000 m wide roadway (4m width each side). Required: On E-2 paper, draw the cross-section of your station and the three that follow. You will draw a total of four sections. Use a straightedge and a scale of 1" = 2m with your paper turned in the "landscape" position. For the cross-section at each station calculate the cross-sectional areas. Show cut and fill areas separately. Note: you do not need to know the side slopes. Calculate the volume contained by the four sections. Report: Cut Volume, Fill Volume, and Net Volume; to the nearest m³. Problem Station Left Center Right 1 0+740 c1.92 c1.34 60.64 5.92 4.64 2 0+760 61.07 c0.73 60.27 5.07 4.27 3 0+780 c0.58 f0.34 f1.43 4.58 6.86 4 0+800 f0.76 f0.64 f1.46 5.52 6.92 5 0+820 f1.04 f1.13 f1.28 6.08 6.56 6 0+840 c0.55 c1.49 c1.29 4.55 5.29 7 0+860 c0.79 c0.12 f1.10 4.79 6.20 8 0+880 61.01 c1.74 c2.44 5.01 6.44 9 0+900 f1.25 f0.52 f0.85 6.50 5.70 10 0+920 ₤1.98 f0.94 f0.46 7.96 4.92 11 0+940 f0.55 f0.15 60.94 5.10 4.94 12 0+960 c0.67 c1.52 €2.56 4.67 6.56 13 0+980 C116 c2.32 c3.02 5.16 7.02
Transcribed Image Text:Given: Slope stake data for an 8.000 m wide roadway (4m width each side). Required: On E-2 paper, draw the cross-section of your station and the three that follow. You will draw a total of four sections. Use a straightedge and a scale of 1" = 2m with your paper turned in the "landscape" position. For the cross-section at each station calculate the cross-sectional areas. Show cut and fill areas separately. Note: you do not need to know the side slopes. Calculate the volume contained by the four sections. Report: Cut Volume, Fill Volume, and Net Volume; to the nearest m³. Problem Station Left Center Right 1 0+740 c1.92 c1.34 60.64 5.92 4.64 2 0+760 61.07 c0.73 60.27 5.07 4.27 3 0+780 c0.58 f0.34 f1.43 4.58 6.86 4 0+800 f0.76 f0.64 f1.46 5.52 6.92 5 0+820 f1.04 f1.13 f1.28 6.08 6.56 6 0+840 c0.55 c1.49 c1.29 4.55 5.29 7 0+860 c0.79 c0.12 f1.10 4.79 6.20 8 0+880 61.01 c1.74 c2.44 5.01 6.44 9 0+900 f1.25 f0.52 f0.85 6.50 5.70 10 0+920 ₤1.98 f0.94 f0.46 7.96 4.92 11 0+940 f0.55 f0.15 60.94 5.10 4.94 12 0+960 c0.67 c1.52 €2.56 4.67 6.56 13 0+980 C116 c2.32 c3.02 5.16 7.02
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