Let's Find the cut and fill volumes that allows for a say a level road is being built @ elevation 4.26ft 4 lane (ie 2 lanes per direction) road. Use 3.5m for the width of the love also a 2% Crown slope from the Center line. OG Area of Cut Top of Proposed Cross Section 1/8 Area of Fill Fill Station 700 Top of Proposed Cross Section (a) Station 3+00 (b) Station 500 Top of Proposed Cross Section Cut $- Street Line C-Center Line O.G. (Original Ground) O.G. (Original Ground) R.O.W. Right of Way Line O.G. (Original Ground) 1 S is the Slope Ratio (S:1) for Side Slopes eg.:21 Side Slope Is Typical for Cut Sections: 3:1 Is Typical for Fill Sections. (Note S is Reciprocal of the Usual Mathematical Slope) G

Let's Find the cut and fill volumes that allows for a say a level road is being built @ elevation 4.26ft 4 lane (ie 2 lanes per direction) road. Use 3.5m for the width of the love also a 2% Crown slope from the Center line. OG Area of Cut Top of Proposed Cross Section 1/8 Area of Fill Fill Station 700 Top of Proposed Cross Section (a) Station 3+00 (b) Station 500 Top of Proposed Cross Section Cut $- Street Line C-Center Line O.G. (Original Ground) O.G. (Original Ground) R.O.W. Right of Way Line O.G. (Original Ground) 1 S is the Slope Ratio (S:1) for Side Slopes eg.:21 Side Slope Is Typical for Cut Sections: 3:1 Is Typical for Fill Sections. (Note S is Reciprocal of the Usual Mathematical Slope) G

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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You find a slope stake is laying away from the center line stake with the following writing F 4.0/31.00 on one side and 14+00 on the other side. Assuming a 30-ft wide roadway and 4:1 slopes, which statement following is true regarding this stake? A)The stake is 4.0 feet from the edge of roadway B)The centerline of the new roadway will be 31.0 feet below this location C)The stake was driven at 2:00 pm (14:00) military time D)It is a fill for this site
COMPUTE THE ELEVATION AT THE SLOPESTAKES.
None
Q3/The following not refer to three-level section Station Left Center 1 +0.95/5.25 +1.00/0 Right +2.55/7.50 +2.80/8.10 2 +1.35/4.75 +1.50/0 The width of cuting at formantion level is 9 m and the sid slope is 1:1 the station are 50m a part calculat the volume ?
Show the illustration/diagram. Show complete and detailed solution. From station 0 + 040 whose center height is 1.2 m. fill, the ground line has a uniform sclope of 6.5% going to station 0 + 100 with a center height of 3.5m. Solve for the grade of the finished roadway.
7. At STA. 51+33 of a proposed road, the center height of the cross- sectional area is 1.4m in fill while the center height of the cross- sectional area at STA 51+93 2.8m in cut. The width of the proposed road is 14m with a required side slope of 2H:1V for both cut and fill. Determine the volume of cut and the volume for fill using the END-AREA Method. (All sections are level sections) Please answer in 3 decimal places and provide a figure
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Q6/ Below the elevation of points on the center of road project. If the D.L is start at elevation (25m) with ascending slope (0.5%). Find the heights of Fill and depths of cut for each points. с E F H I 100 150 200 250 300 350 400 25.7 25,2 24.8 26.6 26.8 27.2 27 60 28.0 Points A Dist. 0.0 C 26 B 50
7. From the following cross-section notes for a road grading work. -3.2 +1.2 +1.2 +2.8 XI 3.5 X2 The road bed is 9m wide and the side slope for cut is 1:1 and for fill is 1.5:1. Determine the area of cut of the section.
The cross-section notes shown below are for a ground excavation for a 9m wide roadway. STA 14+500 7.21 0 6.69 6.94 6.18 5.18 Determine the cross sectional area at STA 14+500.
Determine the cross sectional area for a 9m wide roadway at Sta 12+198 using the given cross section notes:
7. From the following set of notes, estimate the cross-sectional area: 2.52 3.42 4.1 5.2 5.8 5.52 3 0 4.68 8.8 The roadwidth/formation width is 6 m and the side slope is 1:1. Calculate the area of the cross section.