Given the following set of slope staking notes:Staoooo23+0022+0021+0020+5034.7O 46.338.6O 48.2L23.1FX₁21.6025.0F 2.520.0F 5.125.2C0C 4.900RC 5.8X₂What is the fill volume between stations 21+00 and 22+00, in cubic yards? [choose the most correct answer]C 9.043.0C 4.333.6C 2.129.2BasesBase for cut = 50 ftBase for fill = 30 fts = 2:1

he base for the cut = 50 ftThe base for the fill = 30 ftThe slope = 2:1To find:-The fill volume…

Given the following set of slope staking notes: Sta 23+00 22+00 21+00 20+50 L FX1 21.6 0 25.0 F 2.5 20.0 F 5.1 25.2 C 0 C 4.9 0 R C 5.8 X₂ 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 What is the fill volume between stations 21+00 and 22+00, in cubic yards? [choose the most correct answer] s = 2:1

Given the following set of slope staking notes: Sta 23+00 22+00 21+00 20+50 L FX1 21.6 0 25.0 F 2.5 20.0 F 5.1 25.2 C 0 C 4.9 0 R C 5.8 X₂ 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 What is the fill volume between stations 21+00 and 22+00, in cubic yards? [choose the most correct answer] s = 2:1

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: Calculate the quantity of earthwork for a cement concrete road 200m length for a portion of road in…

A: Length of road, height of bank from one end, height of bank from other end, Formation width,

Q: 2. Pa = 75& Pe ATER S.G. = 13.55 0.4 m FIND h IN METERS STAATS 0-l m WATER PIPE 0.2 m Par /0.3 la Hg…

A: Given- PA=75rpaSGhg=13.55ρhg=13.55×1000ρhg=13550PATM=101.3rpaγH20=9.8rNm3

Q: Question Attached

A: The factor of safety using method of slices along the trial surface. FS=∑c'l+W/bCos α-ultan…

Q: 2. What FS reading is required to establish the correct excavation depth? EL= 120.532 EL = 290.667…

Q: Question 1 2 3 18' 12' A I I- 20'- B -I- I 22'- -I- -I- 28'- -I -I -I Assuming one-way slabs (always…

Q: Q2/ The levelling reading for proposed project is shown in table below. If the D.L for the points…

A: Given data The D.L for the points A, E and H are 31.0, 31.5, 30.0 The elevation of point E = 30.09 m

Q: b) A level run was carried out, using the data below compute the difference in level between points…

A: Given Reduced level of datum = 50 m

Q: . . . From the following measured angles, calculate the adjusted angles according to the weight of…

Q: calculate this question using method of sections/ritter

Q: Q3). Calculate the cross section area of cut and fill for the followings: St. 1) h = 2m cut at…

A: Cut and Fill : Cut and fill operation in construction is also known as excavation and embankment.…

Q: Determine the 4 storey period and modal matrix.(Derive) (i need the RED CIRCLED) P.S.An example is…

A: The objective of the question is to determine the period and modal matrix for a 4-storey building…

Q: Sta 23+00 22+00 21+00 20+50 L 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 C 9.0…

A: The given data is shown below: Base for cut=50 ftBase for fill=30 fts=2:1

Q: rom the face of the foundation footing the above N 10 -15M rebar in a continuous concret

A: ANS (11) TRUE

Q: The cost of the earthwork in excavation

Q: Determine the minimum value of force P required to cause motion of a 30OLB block to impend up a 30°…

A: Mass of the object = 300 lb. Mass of the object =300×0.45=135kg Weight of object = 135×9.8 = 1323 N…

Q: The cross-section notes shown below are for a ground excavation for a 9m wide roadway. STA 22+400…

Concept explainers

Measuring site work, Excavation and Piling

Bid drawings typically include very little material about the precise requirements of site work operations, measuring site work and excavation work differs from measuring most other works on a construction project. The actual site work conditions are not provided and also the dimensions of the excavations are not known during the pre-construction phase. The precise measurement of the excavation and backfill of the earth material and topsoil is important for a contractor to decide upon the total cost required for the process. All the works should be carried out under OSHA (Occupational Safety and Health Administration) standards to ensure the safety of the workers.

Question

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

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1: Given data

VIEW

Step 2: The fill volume between stations 21+00 and 22+00

VIEW

Solution

VIEW

Step by step

Solved in 3 steps with 11 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Measuring sitework, excavation and piling

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Given the following set of slope staking notes, find X2: Basis for Cut Basis for Fill Cutslope 28.8 23.2 32.0 Sta. None of these. 28.0 5100 5000 4900 48 40 s=2.5:1 ft ft L CX1 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
12 water flows fromastovage reservoirinta Channel which is (20 ft) wide, the channel rectangular Section and (4ft) below the surface of storage. Calculate the maximum discharge and minimum slope required ( Assume smooth Cement lining of = 0,01 and neglect entrance (asses)?
---DETERMINE THE VALUES OF “a” AND “b” THEN FINISH THE PROBLEM. --- Determine the area of the cross-section --- The volume of excavation and fill using end-area method
Q1) An irrigation ditch is with width of 5 m and side slopes 2 to 1. Giving distance from center line and cut heights for stations 52+00 and 63+30 are as below: C 0.8/4.2, C 1.0/0, C 1.2/5.1 and C 1.0/4.7, C 1.2/0, C 1.3/5.1 Draw the cross sections and compute the volumes by average end area method.
Construction Surveying
The results of a CPT test performed for a commercial site are presented in the image (You already classified the soil layer in homework #2). The layer soil type is shown by the legend and corresponding numbers in the figure. A strip footing with a size of 3x30 is built on the surface of the mentioned strata. A 300 kN/m load is acting on the footing. Use Schmertmann's method to compute the settlement of this footing 1 year after construction and 30 years after construction. Please show your calculation for at least one layer if you want use excel software for this problem. For easier calculation use E₂ = 39c- • • Neglect the foundation weight. • Assume the layers are in dry condition. Use unit weight as table below. Layer No. 1 2 3 4 5 6 7 Unit weght kN/m3 17 17 19 18 18.5 18 18
Given the following set of slope staking notes, find X2: Basis for Cut Basis for Fill Cutslope O 28.8 O 22.2 25.4 32.4 Sta. 5100 5000 4900 None of these. 52 38 s=2:1 ft ft L CX1 33.4 F 7.3 33.6 F 8.6 36.2 C C 5.5 FO F 3.5 R C 3.2 X2 C 4.1 34.2 FO 19