Surveying Final Assignment | 48320 | Spring 2022
- Subject Code :
48320
- University :
University Of Technology Sydney UTS Exam Question Bank is not sponsored or endorsed by this college or university.
- Country :
Australia
Surveying (48320)
SPRING 2022
Final Assignment - Major Project
Weight: 40%
Due date: 11/11/2022
Student Name: ________________
Student Number: ______________
Submission Date: ______________________
Submission Component and Marks Awarded |
Marks |
|
PLAN: |
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Find Scale of plan and explain |
4 |
9 |
Bearing and Distances of three lines |
3 |
|
Plan Presentation |
2 |
|
HORIZONTAL ALIGNMENT |
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Deflection Angles |
4 |
18 |
Curve Elements |
4 |
|
Chainages along the Road |
10 |
|
VERTICAL ALIGNMENT: |
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Draw Longsection |
5 |
25 |
Grades, Ordinates, Design Levels |
14 |
|
Low Point location and RL |
6 |
|
TRAVERSE: |
8 |
8 |
DESIGN PARAMETERS: |
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Meets specifications |
6 |
10 |
Design Quality |
4 |
|
CURVE SET OUT: |
8 |
8 |
INSTRUCTIONS TO SURVEY PARTY: |
6 |
6 |
VOLUME ESTIMATE: |
6 |
6 |
TOTAL |
90 |
SURVEYING FINAL ASSIGNMENT
NAME: STUDENT NUMBER
Complete your answers in the spaces below and submit this word file or print it, fill it by hand and scan it. Most of the tables have extra lines that you may not need to use so dont worry if there are unused spaces.
- USING THE PLAN
Determine the scale of the plan (4 Marks)
Line |
Distance on Plan (mm) |
Surveyed Dist (m) |
CALCULATED PLAN SCALE |
Bar Scale |
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A Y |
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Y X |
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A Start of Road |
PLAN SCALE ADOPTED BY YOU (rounded to nearest 10 no units or decimals) .
Please give a brief reason why this scale was adopted
Find Bearings and Distances of each Line (3 Marks)
Line |
Bearing (nearest degree) |
Distance (nearest m, which must then be adopted as the final length) |
Ch 00 IP 1 |
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IP 1 IP 2 |
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IP 2 End |
1) and 3) Both your plan and longsection will need to be scanned then pasted to the end of this word document. (Presentation and data for Plan 2 Marks; and Longsection 5 Marks)
2) HORIZONTAL ALIGNMENT (18 MARKS)
Calculate each Deflection Angle (4 Marks)
Deflection Angle at IP1 (nearest degree)
Deflection Angle at IP2 (nearest degree) .
Curve Elements (4 Marks)
Tangent Distance for Curve 1
Arc Length of Curve 1
Tangent Distance for Curve 2
Arc Length of Curve 2
Chainages along the road (10 Marks)
Location |
Chainage |
Start of Road |
00 |
Calculated Chainage of Hor. Curve TP 1 (to 2 decimal places) |
|
Calculated Chainage of Hor. Curve TP 2 (to 2 decimal places) |
|
Calculated Chainage of Hor. Curve TP 3 (to 2 decimal places) |
|
Calculated Chainage of Hor. Curve TP 4 (to 2 decimal places) |
|
Calculated Chainage of end of Road (to 2 decimal places) |
|
Scaled Distance to 1st Riverbank |
|
Scaled Distance to 2nd Riverbank |
2) VERTICAL ALIGNMENT (20 MARKS; 14 for Design Levels, 6 for Low Point)
Complete this table by calculating the design level at every 10m of running chainage. Please indicate the TPs and IPs of each VC in the chainage column with the chainage. (e.g. 320 TP, 360 IP)
Your longsection must be pasted at the end of this answer file. Where possible please scan it.
(Please complete the chainages in the table as necessary for your unique design).
CHAINAGE GRADE GRADE LEVEL ORDINATE DESIGN R.L.
00 |
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10 |
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20 |
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30 |
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40 |
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50 |
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60 |
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70 |
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80 |
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90 |
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100 |
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110 |
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120 |
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130 |
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140 |
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150 |
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160 |
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170 |
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180 |
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190 |
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200 |
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210 |
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220 |
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230 |
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240 |
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250 |
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260 |
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270 |
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280 |
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290 |
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300 |
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310 |
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320 |
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330 |
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340 |
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350 |
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360 |
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370 |
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380 |
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390 |
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400 |
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410 |
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420 |
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430 |
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Add in all extra chainages to complete the table to the end of your road. Show the chainage and RL of the Low Point in the row below. |
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Show any calculations for the Low Point and its R.L. here
4a) Traverse and Coordinate Calculations (8 Marks)
Survey Partys Traverse from SSM to point X
Horiz. |
D |
E |
D |
N |
CO-ORD |
INATES |
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LINE |
Bearing |
Dist |
E (+) |
W (-) |
N (+) |
S(-) |
E |
N |
PT. |
600.000 |
400.000 |
A |
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A - Y |
Y |
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Y - X |
X |
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|
|
Calculate the Coordinates of the end of your road
Horiz. |
D |
E |
D |
N |
CO-ORD |
INATES |
|||
LINE |
Bearing |
Dist |
E (+) |
W (-) |
N (+) |
S(-) |
E |
N |
PT. |
600.000 |
400.000 |
A |
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A Ch 00 |
Ch 0 |
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Ch 0 IP1 |
IP1 |
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IP1 -IP2 |
IP2 |
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IP2 - END |
End of Rd |
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|
|
Calculate the bearing and distance to set out the end of your road from point X.
Horiz. |
D |
E |
D |
N |
CO-ORD |
INATES |
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LINE |
Bearing |
Dist |
E (+) |
W (-) |
N (+) |
S(-) |
E |
N |
PT. |
X |
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X - End |
End |
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4b) Setting Out Data for Curve 1 (8 Marks)
Points to be set out must lie at every even 10 or 20m of running chainage and also the crown point. (You may not fill every line in these tables).
Point to be pegged |
Arc Length |
di |
dT |
Long Chord |
TP 1 Ch |
0 |
0 00 - 00 |
0 |
|
TP 2 Ch |
Setting Out Data for Curve 2
Points to be set out must lie at every even 10 or 20m of running chainage and also the crown point.
Point to be pegged |
Arc Length |
di |
dT |
Long Chord |
TP 3 Ch |
0 |
0 00 - 00 |
0 |
|
TP 4 Ch |
4c) Instructions to the Survey Party for any extra information you want them to collect along the Centre Line, to assist your final design. (6 Marks)
5) Volume Estimation (6 MARKS)
It is not essential that you use this table.
If you prefer to use another layout, please do so below this table. Ensure that you show the volume at the bottom of the page in the space provided.
Do NOT use these Natural Surface RLs for your longsection.
THEY ARE FOR THIS VOLUME CALCULATION ONLY.
Chainage (Dist) |
Natural Surface RL |
Road Design RL |
Depth/ Height of Cut or Fill |
Area |
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10 |
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20 |
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30 |
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40 |
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50 |
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60 |
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70 |
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Volume of Cut or Fill required between 00 and 70 Cut / Fill
6) Design Meeting Specifications (6 MARKS)
In your judgement, were all the design criteria met? YES / NO
If not, please explain or describe the problem area/s and briefly list the decisions you made, as to why your design is as it is.
