Calculate the corrected volumes of cut and fill using the following cross section notes, with the road bed being 6 meter wide in cut and 4.8 meter in fill. Both cut and fill have a 1:1 side slope. Sta 3 +000 5.04 0.6 +0.39 5.46 -2.64 0 +2.46 Sta 2 +980 5.82 1.02 +0.60 4.80 -3.42 0 +1.80

Calculate the corrected volumes of cut and fill using the following cross section notes, with the road bed being 6 meter wide in cut and 4.8 meter in fill. Both cut and fill have a 1:1 side slope. Sta 3 +000 5.04 0.6 +0.39 5.46 -2.64 0 +2.46 Sta 2 +980 5.82 1.02 +0.60 4.80 -3.42 0 +1.80

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 Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.

Question

100%

Calculate the corrected volumes of cut and fill using the following cross section
notes, with the road bed being 6 meter wide in cut and 4.8 meter in fill. Both cut
and fill have a 1:1 side slope.
Sta 3 +000
5.04
0.6
+0.39
5.46
+2.46
-2.64
0
Sta 2 +980
5.82
1.02
+0.60
4.80
-3.42
0
+1.80

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SURVEYING (1A)
15. The following is the cross section notes of a road grading work. Road bed for cut is 9 m, for fill is 8 m. Ratio of run to rise for cut is 1:1 and for fill is 1.5 : 1. Station 3 +360 -3.2 +1.2 +1.2 +2.8 X 0 3.5 X Station 4 +000 -3.00 -1.6 0 +2.7 X 2.0 0 4.0 X Determine whether earthwork volume between the stations is cut or fill. By how much? +3.6
Given the following set of slope staking notes, find the fill volume between Stations 49+00 and 50+00 Basis for Cut Basis for Fill Cutslope O 434.5 610.0 400.7 Sta. O 537.6 5100 5000 4900 O None of these. 48 40 s=2.5:1 ft ft L C X1 33.4 F 5.4 33.6 F 6.4 36.0 C C 5.5 FO F 3.5 R C 3.2 X2 C 4.1 34.25 FO 20
the center height of the road at station 7+420 is 2 m. fill and at station 7+470 is 1.20 m. cut. The ground makes a uniform slope of +4.8% from station 7+420 to station 7+470. What is the slope of the road in percent,%? (Consider 2-decimal places) How far from station 7+420 will the fill extend in meter? (Consider 2-decimal places) What is the stationing of the point up to which the fill is extended?
3) The following figure shows the elevations of the grid leveling for some land. Compute the volume of cut and fill to grade the road (ABCDE) at (20.00m) elevation. The construction width is 10m and the side slope of the road is 1:1. 15.7 15.8 16.5 16.7 15.6 E 16.3 16.1 15.3 15.7 B C A 15.8 15.5 10 m 5 S 16.1 10 m D 15.4 15.2
Problem 2: The cross-section notes shown below are for a ground excavation for a 10-m wide roadway. Sta 16+100 8.20L 13.65R +2.15 +3.50 +5.80 What is the cross-sectional area at Sta 16+100. A. 64.1125 m² B. 46.1125 m2 C. 58.1125 m? D. 52.1125 m2
1. Given the following cross-section notes of an earthwork on a rolling terrain Sta 5+-000 +10 +5 +3 31 13.5 Sta 5+-020 +14 +7 +4.5 41 17.25 The width of the road is 12 m and the slide slope is 2.5:1 a. Compute the volume using end area with prismoidal correction.
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
Determine the cross-sectional area of the two stations and calculate the volume of cut or fill using end area method.
Surveying
The volume of earthworks between station 3 + 140 and 3 + 160 was computed to be 887.10 cu. m. based on the given cross-section. However at station 3 + 160 depth of cut at the center was missing. Determine the missing data if roadway is 10 m. with side slope of 1.5 :1
TOPIC: SURVEYING (EARTH WORKS) Please help me solve this with a detailed solution. Thank you and God bless!