Surveying (48320) Final Assignment – Major Project

Surveying (48320) Final Assignment

Surveying (48320) 

AUTUMN 2023

Final Assignment – Major Project

Weight: 40%

Due date: 02/06/2023

Student Name:     ________________  

Student Number: ______________

Submission Date: ______________________

Submission Component and Marks AwardedMarks 
PLAN:  
Find Scale of plan and explain4  9
Bearing and Distances of three lines3
Plan Presentation2
HORIZONTAL ALIGNMENT  
Deflection Angles4  18
Curve Elements4
Chainages along the Road10
VERTICAL ALIGNMENT:  
Draw Longsection5  23
Grades, Ordinates, Design Levels12
Low Point location and RL6
TRAVERSE:1010
DESIGN PARAMETERS:  
Meets specifications6  10
Design Quality4
CURVE SET OUT:88
INSTRUCTIONS TO SURVEY PARTY:66
VOLUME ESTIMATE:66
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 don’t worry if there are unused spaces.

  1. USING THE PLAN TO FIX THE STRAIGHTS

Determine the scale of the plan  (4 Marks)

LineDistance on Plan (mm)Surveyed Dist (m)CALCULATED PLAN SCALE
Bar Scale   
A – Y   
Y – X   
A – Start of Road (Ch 00)   

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)

LineBearing (nearest degree)Distance (nearest m, which must then be adopted as the final length)
Ch 00 – IP 1  
IP 1 – IP 2  
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) CHAINAGES FOR THE HORIZONTAL ALIGMENT OF THE ROAD (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)

LocationChainage
Start of Road00
Chainage of Hor. Curve TP 1 (to 2 decimal places) 
Chainage of Hor. Curve TP 2 (to 2 decimal places) 
Chainage of Hor. Curve TP 3 (to 2 decimal places) 
Chainage of Hor. Curve TP 4 (to 2 decimal places) 
Chainage of end of Road (to 2 decimal places) 
Scaled Distance to 1st Riverbank 
Scaled Distance to 2nd Riverbank 
  • VERTICAL ALIGNMENT (23 MARKS; 5 for Longsection, 12 for Design Levels, 6 for Low Point)

Show the data used to plot your longsection here.  (You may not fill every line)

Distance on plan (mm)Road Chainage (nearest m)R.L.
00 
   
   
   
   
   
   
   
   
   
   
   

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    
10    
20    
30    
40    
50    
60    
70    
80    
90    
100    
110    
120    
130    
140    
150    
160    
170    
180    
190    
200    
210    
220    
230    
240    
250    
260    
270    
280    
290    
CHAINAGE              GRADE     GRADE LEVEL      ORDINATE        DESIGN R.L.
300    
310    
320    
330    
340    
350    
360    
370    
380    
390    
400    
     
     
     
     
Ch of ‘End of Road’      
Add in any extra chainages beyond 400, to complete the table
to the end of your road. 
Clearly show your chainage for the road.
Show the chainage and RL of the Low Point in the row below.
     

Show your calculations for the Low Point of the road here.

4) Traverse and Coordinate Calculations  (10 Marks)

You may show calculations for the bearings here, if you wish.

Survey Party’s Traverse from A to point Y

  Horiz.DEDNCO-ORDINATES 
LINEBearingDistE (+)W (-)N (+)S(-)ENPT.
       600.000400.000A
A – Y        Y
Y – X        X
          

Calculate the Coordinates of the end of your road

  Horiz.DEDNCO-ORDINATES 
LINEBearingDistE (+)W (-)N (+)S(-)ENPT.
       600.000400.000A
A – Ch 00        Ch 0
Ch 0 – IP1        IP1
IP1 -IP2        IP2
IP2 – END        End of Rd
          

Calculate the bearing and distance to set out the end of your road from point X.

  Horiz.DEDNCO-ORDINATES 
LINEBearingDistE (+)W (-)N (+)S(-)ENPT.
         X
X – End        End
          

5) Setting Out Data for Curve 1  (8 Marks)
Points to be set out must lie at every even 10m of running chainage and also the crown point.  (You may not fill every line in these tables).

Point to be peggedArc LengthdidTLong Chord
TP 1 Ch0 0 – 00 – 000
     
     
     
     
     
TP 2 Ch    

Setting Out Data for Curve 2
Points to be set out must lie at every even 10m of running chainage and also the crown point.

Point to be peggedArc LengthdidTLong Chord
TP 3 Ch0 0 – 00 – 000
     
     
     
     
     
TP 4 Ch    

6) 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)

7) 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 the GIVEN Natural Surface RLs  for your longsection. 
THEY ARE FOR THIS VOLUME CALCULATION ONLY.

Chainage (Dist)Natural Surface RLRoad Design RL  Depth/ Height of Cut or Fill    Area        
10      
       
20      
       
30      
       
40      
       
50      
       
60      
       
70      
       
       
       

Volume of Cut or Fill required between 00 and 70 …………………………   Cut  /  Fill

Were all the design criteria met?  (6 Marks)     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.

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