5. The earthworks data of a proposed highway shown on the tabulated data. Length of economic haul - 450 m Stationing of limits of economic haul = 2+498.03 and 2+948.03 Stationing of limits of free haul - 2+713.12 and 2+763.12 Free haul distance is 50 m. Assume the ground surface to be uniformly sloping. Area Station Cut 50 m2 2+440 2+740 3+040 a) Compute the overhaul volume. b) Compute the volume of waste. c) Compute the volume of borrow. Balancing Point 70 m

5. The earthworks data of a proposed highway shown on the tabulated data. Length of economic haul - 450 m Stationing of limits of economic haul = 2+498.03 and 2+948.03 Stationing of limits of free haul - 2+713.12 and 2+763.12 Free haul distance is 50 m. Assume the ground surface to be uniformly sloping. Area Station Cut 50 m2 2+440 2+740 3+040 a) Compute the overhaul volume. b) Compute the volume of waste. c) Compute the volume of borrow. Balancing Point 70 m

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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Q2/ The elevation of center line for a cross section of street project. If the design level for the proposed street is (25m). Examine if the section is Fill or Cut? up in 4 25.50 26.60 8 .25 | 8 عن 27.6 | 4بار B 26.9
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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
SURVEYING
Given the following set of slope staking notes: Sta oooo 23+00 22+00 21+00 20+50 34.7 O 46.3 38.6 O 48.2 L 23.1 FX₁ 21.6 0 25.0 F 2.5 20.0 F 5.1 25.2 C 0 C 4.9 0 0 R C 5.8 X₂ What is the fill volume between stations 21+00 and 22+00, in cubic yards? [choose the most correct answer] C 9.0 43.0 C 4.3 33.6 C 2.1 29.2 Bases Base for cut = 50 ft Base for fill = 30 ft s = 2:1