Given the following notes for three irregular sections, compute the volume of earthwork lying between station sta. 1+200 and sta. 1+240 by (a) the average-end area method; and (b) by the prismoidal formula. The road bed width is 20 m and the side slopes 1.5:1. Determine the difference in volume between average-end area method and prismoidal method in cu. meter. (Hint: the computed area in sta. 1+220 is the Am). Sta. 1+200 Sta. 1+220 F1.5 12.3 A F1.9 12.8 B F2.3 9.7 B F2.0 10.3 F2.3 6.3 с F4.7 7.7 D F3.1 2.5 D F3.1 0 E F2.7 0 E F3.1 3.7 F2.6 4.5 F F3.8 9.9 G F44 14.1 G F1.8 12.7 H F6.6 20.0

Given the following notes for three irregular sections, compute the volume of earthwork lying between station sta. 1+200 and sta. 1+240 by (a) the average-end area method; and (b) by the prismoidal formula. The road bed width is 20 m and the side slopes 1.5:1. Determine the difference in volume between average-end area method and prismoidal method in cu. meter. (Hint: the computed area in sta. 1+220 is the Am). Sta. 1+200 Sta. 1+220 F1.5 12.3 A F1.9 12.8 B F2.3 9.7 B F2.0 10.3 F2.3 6.3 с F4.7 7.7 D F3.1 2.5 D F3.1 0 E F2.7 0 E F3.1 3.7 F2.6 4.5 F F3.8 9.9 G F44 14.1 G F1.8 12.7 H F6.6 20.0

Traffic and Highway Engineering

5th Edition

ISBN:9781305156241

Author:Garber, Nicholas J.

Publisher:Garber, Nicholas J.

Chapter14: Highway Surveys And Location

Section: Chapter Questions

Problem 17P: The following table shows the stations and ordinates for a mass diagram. The free-haul distance is...

See similar textbooks

Similar questions

For the given road cross section notes, the width of the road is 11.00 meters with SSof 1:1. Find the earthwork volume using the following methods: • Average End Area• Prismoidal Formula• Prismoidal Correction• Road Sections STA 10 + 000 3.00 1.50 1.00 -8.50 0.00 6.50 STA 10 + 020 2.20 1.20 2.60 -7.70 0.00 8.1
2 The following reduced levels were obtained along the centre line of a prop sed road between two points A and B. Chainage (m) Reduced Chainage (m) Reduced level (m) level (m) A 0 83.50 50 82.45 10 83.84 60 82.20 20 84.06 70 82.41 30 83.66 80 82.70 40 83.30 B 90 83.05 Tie roadway is to be constructed so that there is one regular gradient between points A and B. (a) Draw a longitudinal section along the centre line at a horizontal scale of 1:1000 and a vertical scale of 1:100. (b) Determine from the section the depth of cutting or height of fill required at each chainage point to form a new roadway. (c) Check the answers by calculation.
please answer thank you
1)To compute the average-end area volume, you need to know the distance (L)between the stations of the trapezoidal area, the average width of the end areas and the average height (h) of each end trapezoid 2) To obtain the average width of any end trapezoid, you add the top width of the trapezoid to the bottom width of the trapezoid and divide by 2. TRUE OR FULSE
In a certain portion of road to be constructed the following data were taken. Compute the volume between 2 stations using end area method with prismoidal correction.
i need the answer quickly
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!
The three options are robust system, sensitive system, and neutral system.
Given the following adjusted technical description, solve the AREA using Double Parallel Distance DPD Method. Course Adj Lat Adj Dep DPD 2A AB -68.99 67.12
Calculate the quantity of earth work for the road with the following: stations 0 Depth of cut (m) 1 Height of filling(m) 100 200 300 400 3 0.5 The width of road-10 m, side slope 1:1 to cut and fill. 1 2
In a proposed highway undergoing road earthworks, the given roadway cross-section notes are as follows: STA 20 + 100 2.30 -6.45 1.50 0.00 1.00 4.50 2.00 -6.00 2.60 6.90 STA 20+ 300 1.20 0.00 Width of the roadway is to be determined using side slope of xH:1V where x is the unknown horizontal side of the slope. Show and draw plotted points of the cross-section of roadway each station. Calculate the following: 1. Total number of man-days to finish the earthwork job 2. Total cost of machine rentals to finish the earthwork job. In the inventory of available heavy equipment on site are two (2) hydraulic excavators with bucket payload capacity each of 0.76m³ and one (2) hydraulic excavator with bucket payload capacity of 1.15m³. The hourly production of each excavator with 100% efficiency are 149m³ and 196m³ respectively. Daily machine rental fees for smaller capacity is 1,200 pesos while bigger capacity costs 2,200 pesos. Daily machine operation is limited to 8 hours.
do not shortcut, 5 decimal places please.