Ask Question, Ask an Expert

+61-413 786 465

info@mywordsolution.com

Ask Civil Engineering Expert

Aim - To demonstrate the fundamentals of surveying use of surveying instruments.

Objective - To assess the student knowledge and skill in theory and practical applications:
- Linear Surveying
- Traverse Surveying
- Practice with Total Station
- Calculation of Earthwork Areas and Volumes
- Acquaintance with Laboratory Reports Preparation

Task 1: Assignme nt Problem:

For the proposed road construction, a land area of 600m x 600m was surveyed and levels were taken on a square grid of 100m x 100m. Grid columns are marked as from A to G and rows are marked as 1 to 7. At each grid point level is observed and are as shown in following table. Take of Benchmark as last three digits of your student ID. Proposed road starts from grid point G1 and ends at grid point A7. At points G1, F2, E3, D4, C5, B6 and A7 cross section observations are taken at 10m and 20m on left and right hand side of centre-line from G1 to A7.

BS

IS

FS

LEFT

CENTER

RIGHT

Remarks

3.7

 

 

 

 

 

BM

 

2.9

 

 

 

 

(A, 1)

 

3.2

 

 

 

 

(B, 1)

 

3.9

 

 

 

 

(C, 1)

 

1.5

 

 

 

 

(A, 2)

 

2.3

 

 

 

 

(B, 2)

 

2.8

 

 

 

 

(C, 2)

 

3.6

 

 

 

 

(D, 2)

 

0.2

 

 

 

 

(A, 3)

 

1.3

 

 

 

 

(B, 3)

 

0.8

 

 

 

 

(C, 3)

 

2.1

 

 

 

 

(D, 3)

0.9

 

4.6

 

 

 

(D, 1); CP1

 

2.8

 

 

 

 

(E, 1)

 

3.9

 

 

 

 

(F, 1)

 

4.8

 

 

0

 

(G, 1)

 

4.5

 

5

 

 

C/S at G1

 

4.1

 

10

 

 

C/S at G1

 

4.6

 

 

 

5

C/S at G1

 

4.2

 

 

 

10

C/S at G1

 

2.1

 

 

 

 

(E, 2)

 

4.2

 

 

0

 

(F, 2)

 

3.6

 

5

 

 

C/S at F1

 

2.8

 

10

 

 

C/S at F1

 

3.7

 

 

 

5

C/S at F1

 

3.2

 

 

 

10

C/S at F1

 

3.7

 

 

 

 

(G, 2)

 

2.6

 

 

 

 

(G, 3)

 

2.9

 

 

 

 

(F, 3)

3.5

 

0.6

 

0

 

(E, 3); CP2

 

0.5

 

5

 

 

C/S at E1

 

0.4

 

10

 

 

C/S at E1

 

0.9

 

 

 

5

C/S at E1

 

1.1

 

 

 

10

C/S at E1

 

2

 

 

 

 

(E, 4)

 

4.3

 

 

 

 

(F, 4)

 

4.8

 

 

 

 

(G, 4)

BS

IS

FS

LEFT

CENTER

RIGHT

Remarks

 

2.7

 

 

 

 

(F, 5)

 

3.7

 

 

 

 

(G, 5)

 

1.3

 

 

 

 

(F, 6)

 

3.4

 

 

 

 

(G, 6)

 

2.5

 

 

 

 

(G, 7)

4.7

 

0.6

 

 

 

(F, 7); CP3

 

3.9

 

 

 

 

(C, 4)

 

4.9

 

 

0

 

(D, 4)

 

4.8

 

5

 

 

C/S at D1

 

4.7

 

10

 

 

C/S at D1

 

4.9

 

 

 

5

C/S at D1

 

4.8

 

 

 

10

C/S at D1

 

2.2

 

 

0

 

(C, 5)

 

2.3

 

5

 

 

C/S at C1

 

2.5

 

10

 

 

C/S at C1

 

2

 

 

 

5

C/S at C1

 

1.9

 

 

 

10

C/S at C1

 

3.2

 

 

 

 

(D, 5)

 

4.5

 

 

 

 

(E, 5)

 

1.4

 

 

 

 

(D, 6)

 

2.9

 

 

 

 

(E, 6)

 

0.5

 

 

 

 

(D, 7)

 

1.4

 

 

 

 

(E, 7)

2.6

 

0.7

 

 

 

(C, 6); CP4

 

4.6

 

 

 

 

(A, 4)

 

4.8

 

 

 

 

(B, 4)

 

3.1

 

 

 

 

(A, 5)

 

3.2

 

 

 

 

(B, 5)

 

1.6

 

 

 

 

(A, 6)

 

0.8

 

 

0

 

(B, 6)

 

1.1

 

5

 

 

C/S at B1

 

1.3

 

10

 

 

C/S at B1

 

1

 

 

 

5

C/S at B1

 

1.2

 

 

 

10

C/S at B1

 

0.5

 

 

0

 

(A, 7)

 

1.1

 

5

 

 

C/S at A1

 

0.8

 

10

 

 

C/S at A1

 

0.8

 

 

 

5

C/S at A1

 

1.5

 

 

 

10

C/S at A1

 

0.7

 

 

 

 

(B, 7)

 

 

1.7

 

 

 

(C, 7)

(i) Find the reduced levels of grid point showing calculation for each grid point and apply the arithmetic checks.

(ii) Draw the Grid on A-3 size graph paper. Plot Contours at 1m interval with a suitable scale showing the relevant data

(iii) Evaluate Formation Levels along a profile with a rising gradient of 1 in 275. Take formation level at G1 as last three digits of your student ID. Proposed road has rising gradient of 1 in 275 from G1 to A7.

(iv) Draw Longitudinal profile from G1 to A7 on A3 size graph sheet showing distance, Ground level, Formation level, Height of Banking,
Depth of cutting.

(v) Construct the Cross Sections at points G1, F2, E3, D4, C5, B6 and A7 with a suitable scale taking the formation width as 40m and the with a side slope of 45° for cutting and embankment both.

(vi) Calculate cross-sectional area at points G1, F2, E3, D4, C5, B6 and A7.

(vii) Side slopes of embankments are proposed to be grassed. Calculate the area to be grassed.

(viii) Calculate volume of cutting and volume of embankment for the proposed road profile.

Civil Engineering, Engineering

  • Category:- Civil Engineering
  • Reference No.:- M92029284
  • Price:- $70

Guranteed 36 Hours Delivery, In Price:- $70

Have any Question?


Related Questions in Civil Engineering

Aimthis assignment aims to demonstrate the structural

Aim: This assignment aims to demonstrate the structural design requirements of a glazed façade in a multi-storey building. Among other requirements, the glazed façade is required to comply with Australian Standard AS 204 ...

1 aimthe assignment aims to develop the ability to analyse

1. Aim The assignment aims to develop the ability to analyse, evaluate, research plan and manage a major building project through individual and group participation (ideally 4-6 people).Refer to vUWS for the DA plans and ...

Masonry design assignmentquestion 1 - derivation of seismic

MASONRY DESIGN ASSIGNMENT Question 1 - Derivation of seismic actions on building a) Determine the storey seismic weights (Wi) for each suspended level of the building, hence the seismic weight (Wt) of the entire building ...

Assignmenta continuous three spans beam with

Assignment A continuous three spans beam with centre-to-centre distance of 6 m supports 150 mm thick one-way slabs as shown below. The beams have clear spans of 8 m, 9 m, and 8 (face-to-face of 400 mm square columns). Th ...

Civilyou are provided with bill of quantities prepared

Civil You are provided with bill of quantities prepared separately, priced and submitted by 3 con- tractors (A,B,C found on LMS) in respect of a proposed project (see appendix for drawings). The site is located on Mt. Al ...

Assignment -ewb design report format - cover page - the as

Assignment - EWB Design Report Format - Cover page - The as EWB project Table of content Introduction about -EWB and CRDT (Cambodian Rural development team) Background about Cambodia - Economic, Weather, People - living ...

Masonry design assignmentquestion 1 - derivation of seismic

MASONRY DESIGN ASSIGNMENT Question 1 - Derivation of seismic actions on building a) Determine the storey seismic weights (Wi) for each suspended level of the building, hence the seismic weight (Wt) of the entire building ...

Task details the client is doing masters in civil

Task Details: The client is doing Masters in Civil Engineering. He needs a Technical Paper on Earthquake pertaining to Geology and Rock Mechanics. There should be a through discussion of Earthquake in relation to the men ...

The drainage system of a cantilever wall shown in below

The drainage system of a cantilever wall shown in below figure, became blocked after a heavy rainstorm and the groundwater level, which was originallybelow the base, rose to1.5 (m) below the surface. Determine the stabil ...

Assessment taskpractical investigationinstructions- it is

Assessment Task Practical Investigation Instructions: - It is very important that you read these instructions. - The hardcopy of the Assignment report, with the Assignment cover sheet, should be submitted to the Assignme ...

  • 4,153,160 Questions Asked
  • 13,132 Experts
  • 2,558,936 Questions Answered

Ask Experts for help!!

Looking for Assignment Help?

Start excelling in your Courses, Get help with Assignment

Write us your full requirement for evaluation and you will receive response within 20 minutes turnaround time.

Ask Now Help with Problems, Get a Best Answer

Why might a bank avoid the use of interest rate swaps even

Why might a bank avoid the use of interest rate swaps, even when the institution is exposed to significant interest rate

Describe the difference between zero coupon bonds and

Describe the difference between zero coupon bonds and coupon bonds. Under what conditions will a coupon bond sell at a p

Compute the present value of an annuity of 880 per year

Compute the present value of an annuity of $ 880 per year for 16 years, given a discount rate of 6 percent per annum. As

Compute the present value of an 1150 payment made in ten

Compute the present value of an $1,150 payment made in ten years when the discount rate is 12 percent. (Do not round int

Compute the present value of an annuity of 699 per year

Compute the present value of an annuity of $ 699 per year for 19 years, given a discount rate of 6 percent per annum. As