Topic: Surveying Given the following cross section notes of an earthwork on a rolling terrain. The width of the road is 10m.Sta 4 + 3877.7+4.3+4.6+5.9Sta 4 + 7207.29.9+4.9+3.8+5.5Solve for the volume by End Area Method (in m^3).Round off to two decimal places.

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Answered: Given the following cross section notes…

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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TOPIC: SURVEYING (EARTH WORKS) Please help me solve this with a detailed solution. Thank you and God bless!
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!
From the given cross-section notes, compute the volume of earthworks between the two stations. Width of roadway is 20 m. with side slopes of 2:1.
SURVEYING (1A)
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.
The cross-section notes shown below are for a ground excavation for a 12m wide roadway. STA 12+2800 7.54 50 57.19 3.62 5 6 7 5.37 Determine the cross sectional area at STA 12+2800. Round your answer to 3 decimal places.
TOPIC: SURVEYING (EARTH WORKS) Please help me solve this with a detailed solution. Thank you and God bless
In a proposed highway undergoing road earthworks, the given roadway cross-section notes are as follows:STA 20 + 100 3.00 1.50 1.00-8.50 0.00 6.50STA 20+ 300 2.20 1.20 2.60-7.70 0.00 8.10Width of the roadway is to be determined using side slope of xH:1V where x is the unknown horizontal sideof the slope. Show and draw plotted points of the cross-section of roadway each station. Calculate thefollowing:1. Total number of man-days to finish the earthwork job2. Total cost of machine rentals to finish the earthwork job.In the inventory of available heavy equipment on site are three (3) hydraulic excavators with bucket payloadcapacity each of 0.76m3 and one (1) hydraulic excavator with bucket payload capacity of 1.15m3. The hourlyproduction of each excavator with 100% efficiency are 149m3 and 196m3 respectively. Daily machine rentalfees for smaller capacity is 1,200 pesos while bigger capacity costs 2,200 pesos. Daily machine operationsis limited to 8 hours.
TOPIC: SURVEYING (EARTH WORKS) Please help me dear tutor, please provide an illustration and a detailed solution.
Prepare a table of end areas versus depths of fill from 0 to 20 ft by increments of 2 ft for level sections. All for a 30-ft-wide level roadbed with the side slopes of 1-1/2:1. Remember Area = 30h + 1.5h^2
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
The following is a set of notes of an earthworks of a road construction which is undertaken by the Department of Public Works and Highways. The base of the roadway is 9 m which conforms with the DPWH standards. Side slope is 1.5:1.a. Compute the cross-sectional area at Station 1+020b. Compute the cross-sectional area at Station 1+040c. Compute the volume between two stations using end area method.

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Given the following cross section notes of an earthwork on a rolling terrain. The width of the road is 10m. Sta 4 + 387 7.7 +4.3 +4.6 +5.9 Sta 4 + 720 7.2 9.9 +4.9 +3.8 +5.5 Solve for the volume by End Area Method (in m^3).