Q1. While designing and constructing a new road the following area of cut required per station is listed below; find the approximate total volume (yd3) of soil to be removed for this project. Station Area (ft) 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 115 137 213 225 260 272 189 165 0.

Q1. While designing and constructing a new road the following area of cut required per station is listed below; find the approximate total volume (yd3) of soil to be removed for this project. Station Area (ft) 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 115 137 213 225 260 272 189 165 0.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Highway Surveys and Location

Surveying is an operation in the civil engineering domain that requires collecting and identifying data regarding an area of land and topography. The data that is collected can be helped to plan and undertake the construction process. Civil engineers perform surveys to gather three-dimensional information regarding a particular area. Engineers specify several points on the surface of the earth and relationship between points, and the distance and angles between the points are evaluated. The data from this evaluation guides in drawing plans regarding buildings and structures.

Question

Q1. While designing and constructing a new road the following area of cut required per
station is listed below, find the approximate total volume (yd3) of soil to be removed for
this project.
Station
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
Area (ft)
115
137
213
225
260
272
189
165

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The following is a set of notes of an earthworks of a road construction which is undertaken by the DPWH. The base of the roadway is 9m which conforms with the DPWH standards. Side slope is 1.5:1.a. Compute the cross sectional area at station 1+020.b. Compute the cross sectional area at station 1+040.c. Compute the volume between the two stations using end areamethod. *Please refer from the figure attached* Pls answer in COMPLETE SOLUTION 3 DECIMAL PLACES ALL FINAL ANSWERS Show an illustration Thank you!
Q1/ The table shown below is obtained from a survey of a street project. Calculate the height of Fill and depth of Cut for each points. If the elevation for the design street (D.L) are equal to the G.L elevations for the stations (1, 6, and 12). Isl f.s. F P. 1 2 3 4 S 6 78 7 8 9 10 11 12 مز Bs 2.58 25 40 50 60 75 95 130 1-30 139 145 155 0.83 2.34 2.64 2,13 093 0.34 1.79 0.66 1.92 2.58 2.53 1.10 ->E=R.L=57.75m
The following is a set of notes of an earthworks of a road construction which is undertaken by the DPWH. Determine: a) the cross sectional area at station 1+020. b) the cross sectional area at station 1+040. c) compute the Volume between the two stations using end area method. *3 decimal places ONLY
a.Calculate the total volume of cut. b. Calculate the total volume of fill.
ise Simpson's rule and trapezoidal method to find the volume of cut and fill of the attached table. Road width is 10 m and side stope is 2:1. Sta 5 m 10 m 5 m 2.06 F 1.2 10 m 1+00 F 2.06 2.06 2.06 2.06 1+50 1.15 1.15 1.15 1.25 2+00 2+50 3+00 F 1.56 F 2.94 с 0.97 C 0.47 C 1.27 0.92 1.03 C 0.82 C 0.3 с 1.54 C 0.95 F 2.3 0.14 0.63 0.91 1.02 1.02 1.62 3+50 2.04 2.21 4+00 2.45 2.78 2.94 3.04
Calculate Ve, Cp and Vp for the following notes. The base in fill is 20 ft and the base in cut is 30 ft.
Calculate the total earth work volume for the following roadway in cubic yards: 1) Using Average-End-Area Method; 2) Using the Prismoidal Formula Method Area Method. Sta End Area 32+00 199.8 ft2 32+50 208.3 ft2 33+00 192.1 ft2
Q3) From the data in the table below, find the total volumes for cut and fill using proper formula. NO. Station Area fill (m) Area cut (m) A1 31+00 12 32+00 33+00 A2 15 A3 19 A4 34+00 17 A5 35+00 18 A1 31+50 21 A2 36+00 19 АЗ 36+50 16 A4 37+00 14 A5 37+50 13 A6 38+00 15 A1 39+00 24 A2 40+00 22 АЗ 41+00 26 A4 42+00 21 A5 43+00 20 A6 44+00 23
6.1 Using the average-end-area method, calculate the cut and fill volumes for stations 125 + 00 through 131 + 00. Volume of cut (bcy) (4) Volume of fill (ccy) (5) End-area fill (sf) (3) End-area cut (sf) (2) Station (1) 785 125 + 00 652 126 + 00 2,150 3,210 1,255 127 + 00 128 + 00 147 129 + 00 780 95 130+00 0. 3,666 131 + 00
QUESTION 1 In a certain portion of road to be constructed, the following data were taken. Station 1+020 8m 8.5m -1.555 ? 1.25 m² m² m³ -1.21 Station 1+090 0 +2.55 Base width for cut Base width for fill 1.25:1 Side slope for cut 1:1 Side slope for fill ____?__ -0.9 0.95 a) Compute area of first station b) Compute area of second station c) Determine difference in volume of cut and fill using End Area Method
Complete the table below. Area Cut or fill? 38.0 24.0 2 22.0 3 12.0 10.8 4 12 12
6.3 Using the average-end-area method calculate the cut and fill volumes for stations 25 + 00 through 31 + 00. Volume of cut (bcy) (4) Volume of fill (ccy) (5) End-area cut (sf) (2) End-area fill (sf) (3) Station (1) 25 + 00 3,525 26 + 00 355 985 27 + 00 786 125 55 2,515 1,255 28 + 00 29 + 00 23 29 + 25 620 29 + 50 25 845 3,655 8,560 30 + 00 31 + 00