Chapter 3 Planning ior Earthwork Construction3.3 Using the average-end-area method, calculate the cut-and-fill volumes forstations 25 + 00 through 31 + 00.End-areaEnd-areaVolume ofVolume ofStationcut (sf)fill (sf)cut (bcy)fill (ccy)25 0026 003,52535598527 0078612528 002,5151,2556205529 + 002329 + 2529 +502584530 - 003,6558,56031 000.83SHOT ON HOT 7 PROJ Al QUAD LENS

Table is given having end area cut and end area fill

Answered: 3.3 Using the average-end-area method,…

Engineering

Civil Engineering

3.3 Using the average-end-area method, calculate the cut-and-fill volumes for stations 25 + 00 through 31 + 00.

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: Computer the travel time using the Sheet Flow Method for a 25-year design storm. Assume the project…

A: Travel Time or Time of concentration : 1. Time of concentration is a concept used in hydrology to…

Q: To who does the Resident Project representative submit the Report of Field Correction?

A: A Resident project representative presents comprehensive on-site observations to control the…

Q: Outline examples of how construction projects can be responsible for altering the elevation of the…

A: The construction projects have a severe impact on groundwater situation. The effect of the…

Q: A horizontal control station must be established surrounding the entire construction site before…

Q: Congestion mitigation policies can themselves influence the "timing" of rural space. (A) True B)…

A: The statement is TRUE. CONGESTION MITIGATION ALLOWS THEM TO provide jam free traffic , crowded free…

Q: * Which of the following statement is not true about site clearing? Site clearing in rural area is…

A: To find out the false statement about the site clearing for highway.

Q: Describe about the techniques and materials for installations using geosynthetics relating to…

Q: Write down the examples of how construction projects can be responsible for altering the elevation…

A: The over-development of groundwater resources is due to the lack of properly defined property…

Q: Question 1 A rectangular building with a length of 50' and a width of 30' that is 16" wide and 8"…

A: Given Length = 50 ft Width= 30 ft

Q: Define the concept Cross-Hole Sonic Logging.

A: for non destructive testing of drilled shaft and other concrete piles we used cross hole sonic…

Q: a sewer pipe is laid on a slope of 1 in 3000 and is to carry 2.5mcubic/s when the pipe flows…

A: step 1-

Q: Define what measurements are taken during the site investigation program ?

A: Solution Introduction Site investigation program is known as the process for finding the information…

Q: The data of a closed traverse is shown below. Create a table (in your solution sheet) showing all…

A: To compute the area of the traverse using the Double Meridian Distance (DMD) and Double Parallel…

Q: (a) Calculate total of duration to complete the shopping complex project. (b) Show and state the…

A: Critical path is the longest path sequence which is required to be completed for the whole project…

Q: Compare the AASHTO system with the USCS system in road design

A: Answer:- AASTHO system: According to American Association of State Highway and Transport officials,…

Q: Prepare the list of various objectives and components associated in airport planning.

A: Airport planning is a disciplined process that produces a plan for the orderly growth of airports in…

Q: A tract of land has an area of 42 hectares. If this lot is to be protected by a concrete fence,…

A: Considering the area as square plot. Formulae used are : Area = s x s Perimeter = 4 x s s = side…

Q: 3.2 Using the average-end-area method, calculate the cut-and-fill volumes for stations 19 + 00…

A: The volume calculations are done by the average-end area method with the help of following formula:…

Q: evations were obtained using 10m squares. PointA ner of the lot and D-4 at the southeast corner. A

A: (a) The scale utilized is 1cm = 2m . The line is displayed underneath. The cycle used to line a line…

Q: Draw the network diagram. Determine total duration Determine critical path

Q: a) Plot the closed traverse based on the observed data. b) Compute the area using DMD method. c)…

A: To : Plot the traverse Compute the area of traverse using DMD method Compute the area of traverse…

Q: Briefly describe the following geophysical method for ground survey and the results it seek to…

A: Briefly describe the following geophysical method for a ground survey and the results it seeks to…

Q: Determine the discharge in a 5-ft-diameter concrete sewer pipe on a slope of 0.001 that is carrying…

A: Given :

Q: 3.2 Using the average-end-area method, calculate the cut-and-fill volumes for stations 19 + 00…

Q: Explain in detail how you will carry out surveying of agriculture field using chain surveying.…

A: (a) The chain survey is used to measure the distance between two points. The instruments required…

Q: Establishing control points along all possible routes is part of office study true or false?

A: A point whose horizontal and vertical location/position is known is called as control point. Control…

Q: Draw the Mass diagram and Profile Diagram, shade the areas that will cost money to haul.

A: The starting and ending of station is not same.

Q: Problem 3: Tunnel Surveying Objective: To prepare survey computations from preliminary survey of a…

A: Solution Data given is from the preliminary survey of the route of the traverse for the tunnel. When…

Q: A shallow trench for a 1000-foot water line installment will take 10 days. It will take 4 days to…

A: Given data- shallow trench for a 1000-foot water lineinstallment time= 10 days4 days to install the…

Q: What are the Sample Acres when doing 17% cruise using 1/10 ac fixed plots on 89 acres?

A: The values given in the question are as follow Fixed area of plots=89 acres 17% crsise using…

Q: Act. Dur. 1-2 2-3 2-4 34 3-5 4-5 3. 5-6 Find total duration to finish the project And find critical…

A: The Program Evaluation Review Technique is a project scheduling tool for determining how long it…

Q: A surveyor has set a substation at STA 10+45.50'. Due to technical difficulty the benchmark had to…

A: Given: Current Station = STA 10+45.50’ Increase in station = 125 in

Q: Explain the basic clements in the highway project planning process

A: Project panning includes many elements necessary for highway design,

Q: 7. How can the dimension of a conveyance canal such as bottom width and depth be influenced by soils…

A: Ans7) Dimension of any hydraulic structure plays an important role. Therefore, while designing any…

Q: What is the minimum grade used in the design of vertical alignment in underground and on aerial line…

A: Let us analyse the question in step 2.

Q: Given a three-pipe system, the total 150,000 Pa, and the elevation drop data are:

Q: Discuss how engineering surveys are involved in the construction of the MRT and role of engineering…

Q: 1. In walking along a 85-m course, the pacer of a field party counted 35.50, 38.25, 37.50, 37.00,…

A: Since, you have posted multiple questions we will solve only the first question. Kindly repost the…

Q: Q3. In constructing a new road, the design estimates the following areas of cut and fill for carth…

Q: Q#2: Explain the velocity area method of discharge measurement. Enlist methods of…

A: Velocity area method: This method consists of determining the discharge through the river with the…

Q: Determine the minimum path for nodes 1, 3, and 9 in below. Sketch the final trees. 5 min (2 2 min 3…

A: We have to determine the value of minimum path for node 1, 3 , 9 in below as per the given data in…

Q: A survey monument is to be installed at STA 12+55.25’. The reclamation district is installing a new…

A: Given: Current Station = STA 12+55.25’ Increase in station = 177 in

Q: The four-story apartment building has 8 rooms, averaging 2.5 per room. d. Determine the minimum…

A: A trench is generally a hollow cut into the ground of the construction site and it is normally with…

Q: Please show final answer in 3 decimal places thank you Determine the length of course AB Determine…

A: To determine The length of course AB The length of course CD Lot perimeter Lot area using DMD…

Q: Computer the travel time using the Sheet Flow Method for a 25-year design storm. Assume the project…

A: Travel Time or Time of concentration : 1. Time of concentration is a concept used in hydrology to…

Q: Briefly describe the implications that the location of a gas pipeline to a community has when…

A: Pipelines are essential for transporting oil and gas from either the point of origin to the point of…

Q: 6.3 Using the average-end-area method calculate the cut and fill volumes for stations 25 + 00…

A: The below table shows the stations and end area of cut and fill. Station End-area cut (sf)…

Concept explainers

Concepts of Flood Control

Flooding is a temporary overflow of water that submerges or covers the the usually dry land. It can also be defined as the overflow of the excess amount of water that covers a huge area of land which is normally dry.

Question

Chapter 3 Planning ior Earthwork Construction
3.3 Using the average-end-area method, calculate the cut-and-fill volumes for
stations 25 + 00 through 31 + 00.
End-area
End-area
Volume of
Volume of
Station
cut (sf)
fill (sf)
cut (bcy)
fill (ccy)
25 00
26 00
3,525
355
985
27 00
786
125
28 00
2,515
1,255
620
55
29 + 00
23
29 + 25
29 +50
25
845
30 - 00
3,655
8,560
31 00
0.
83
SHOT ON HOT 7 PRO
J Al QUAD LENS

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1: Data

VIEW

Step 2: Volume calculations

VIEW

Step 3: Volume of fill

VIEW

Step 4: ANSWER Table

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 4 steps with 1 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

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

Q5. As a civil engineer, you have been assign to prepare earthwork cost estimation for a proposed road alignment projects between Pekan Nenas and Pontian Kecil. Table Q5 shows the list of volume cut and fill for each cross-section between CH 4000m to CH 5700m at 50 m intervals. Table Q5 Chainage (m) Volume Cut (m³) Volume Fill (m³) 4000 6000 2000 4050 2800 2103 4100 2999 2010 4150 2846 2105 4200 2501 2090 4250 2090 2149 4300 2000 2515 4350 2000 2905 4400 2000 3110 4450 2000 2989 4500 2000 2650 4550 2000 2199 4600 2309 2199 4650 2650 2000 4700 3300 2000 The following information are required in preparing earthwork cost estimation progress claim to the client as soon as possible: (a) Plot a mass-haul diagram between the chainage 4000m to 4700m using the volumes obtained in Table Q5. Use a scale of 1cm = 50 m for the x-axis and 2 cm = 500 m3 for the y-axis. (b) Estimate the haulage costs between the chainage 4000m to 4450m. Proposed balancing line and free haul distance are at +4000m3 and…
Problem 1 Fill the table and use 25% expansion factor Fill Vol. Cut Vol. Fill Vol. Cum. yd (25%) (-) Station Cut, ft? Fill, ft? yd' (+) yd3 Vol. yd3 120+00 0. 121+00 195 122+00 239 123+00 425 124+00 410 56 124+50 90 111 125+00 0. 183 126+00 200 127+00 199 128+00
Complete the table below. Area Cut or fill? 38.0 24.0 2 22.0 3 12.0 10.8 4 12 12
6.1 Using the average-end-area method, calculate the cut and fill volumes for stations 125 + 00 through 131 + 00. Volume of cut (bcy) (4) Volume of fill (ccy) (5) End-area fill (sf) (3) End-area cut (sf) (2) Station (1) 785 125 + 00 652 126 + 00 2,150 3,210 1,255 127 + 00 128 + 00 147 129 + 00 780 95 130+00 0. 3,666 131 + 00
Q/ In a location of highway construction project , where the ( cross and longitudinal ) sections of the earthworks profile in that location are as shown in the given figure. Estimate the totally quantities of ( cut and fill ) of the earthworks in that location. 16 m Road Elevation Filling/ Cutting Depth2 N.G.L N.G.L Cross Section Not to scale N.G.L L136341 N.G.L Road Elevation L1757068. Road Elevation 1506849 В.М 2 1585562 N.G.L 2 B.M 1 Longitudinal Section Dimensions in cm Horizontal Scale 1:7500 Vertical Scale 1:200 0.35 E sz0
The following levels have been observed between two benchmarks external to a site. The known reduced levels of the benchmarks are shown in the Table Q5 below comments column. Compute the reduce levels of each points and show all arithmetic checks (b) The survey specification for this project quoted an allowable misclosure of±5√n mm (where n is the number of Change points). Give comment on thequality of the above levelling and suggest a solution to any misclosureidentified
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
STA BS HI FS IFS ELEV BM1 3.92 328.7 0+00 3.3 1+00 3.8 2+00 2.8 3+00 2.5 ΤP1 4.37 5.03 4+40 3.8 5+00 5.3 6+00 3.2 TP2 3.82 4.66 8+00 2.8 BM2 2.45
Sit3.3 Please show your complete solution.
Q1/ The table shown below is obtained from a survey of a street project. Calculate the height of Fill and depth of Cut for each points. If the elevation for the design street (D.L) are equal to the G.L elevations for the stations (1, 6, and 12). Isl f.s. F P. 1 2 3 4 S 6 78 7 8 9 10 11 12 مز Bs 2.58 25 40 50 60 75 95 130 1-30 139 145 155 0.83 2.34 2.64 2,13 093 0.34 1.79 0.66 1.92 2.58 2.53 1.10 ->E=R.L=57.75m
h₂ Q2). Calculate volume of cut and fill, the elevation of natural ground shown on all nodes and design elevation is equal to 103 m, all dimension and elevations are in meter. 101 102.5 W₂ 104.2 12 108.10 98.45 412 100.5 hy -10 m 102.5 he 105.7 h2 97.35 99.80 101, 104 hi 10 m h2 104 106.5 hi Thi
QUESTION 4 Table Q4 shows the booking of levelling fieldwork conducted during light rain. It was later found out that some of the readings are illegible due to the rain water. Complete the booking and perform all checks. Table Q4 BS IS FS HPC RL Remarks 19.245 17.155 TBM 1 RL 17.155 2.010 A 17.169 3.431 0.461 18.784 с (СР) 3.079 D 1.471 20.744 E ? 21.455 ТВМ 2 RL 21.459