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SCHOOL	OF	ARCHITECTURE,	BUILDING	&	DESIGN	
	
BACHELOR	OF	QUANTITY	SURVEYING	(HONOURS)	
	
SITE	SURVEYING	(QSB60103)	
	
FIELDWORK	1	
	
LEVELLING	REPORT		
	
	
	
	
	
	
	
NAME		 ID		 MARKS		
FIRZANA	HASMI	 0324838	 	
PENNY	LEUNG	LING	YEE	 0328245	 	
SHUM	WEN	JUN	 0325151	 	
SOW	WEI	HENN	 0324998	 	
ONG	CHIA	HONG	 0318458
2	
	
TABLE	OF	CONTENT	
	
	
OBJECTIVES	(Pg.	3)	
INTRODUCTION	(Pg.	4)	
THE	PURPOSE	OF	LEVELLING	(Pg.	4)	
INSTRUMENTS	USED	FOR	LEVELLING	(Pg.	5)	
DEFINITIONS	&	TERMS	(Pg.	5-6)	
PROCEDURE	(Pg.	7)	
LEVELLING	METHODS	(Pg.	7-8)	
RAW	DATA	(Pg.	9)	
ADJUSTED	DATA	(Pg.	10)	
CONCLUSION	(Pg.	12)
3	
	
	
OBJECTIVES	
	
• To	allow	students	to	have	a	better	understanding	and	insight	on	the	topic	of	levelling.	
• To	be	able	to	know	the	skills	&	proper	techniques	in	using	the	instruments.		
• To	 expose	 the	 students	 to	 real	 life	 skills	 &	 experience	 a	 glimpse	 of	 the	 working	
environment.		
• To	be	able	to	apply	the	theories	learnt	during	lectures	and	tutorials.		
• To	be	able	to	cooperate	and	work	with	one	another	as	a	team.
4	
	
INTRODUCTION	TO	LEVELLING	
	
Levelling	is	a	branch	of	surveying,	the	object	of	which	is	to	find	the	elevations	of	given	points	
with	respect	to	a	given	or	assumed	datum,	and	to	establish	points	at	a	given	or	assumed	
datum.	The	first	operation	is	required	to	enable	the	works	to	be	designed	while	the	second	
operation	is	required	in	the	setting	out	of	all	kinds	of	engineering	works.	Levelling	deals	with	
measurements	in	a	vertical	plane.	
	
THE	PURPOSE	OF	LEVELLING	
	
• To	design	highways,	railroads,	canals,	sewers,	water	supply	system	etc.		
• To	lay	out	construction	projects	according	to	the	planned	elevation	
• To	calculate	volume	of	earthworks	and	other	materials		
• To	investigate	drainage	characteristics	of	an	area
5	
	
INSTRUMENTS	USED	FOR	LEVELLING:	
	
1. An	Automatic	leveller	
2. A	Levelling	Rod		
3. Tripod	
	
	
	
	
	
	
	
	
	
	
	
	
	
	
	
DEFINITIONS	&	TERMS:		
	
Level	Surface	 A	level	surface	is	defined	as	a	curved	surface	which	at	each	point	is	
perpendicular	to	the	direction	of	gravity	at	the	point.	The	surface	of	a	
still	water	is	a	truly	level	surface.	Any	surface	parallel	to	the	mean	
spheroidal	surface	of	the	earth	is,	therefore,	a	level	surface.	
Horizontal	Line	 It	 is	 a	 straight	 line	 tangential	 to	 the	 level	 line	 at	 a	 point.	 It	 is	 also	
perpendicular	to	the	plumb	line.	
Level	Line	 A	level	line	is	a	line	lying	in	a	level	surface.	It	is,	therefore,	normal	to	the	
plumb	line	at	all	points.	
Vertical	Line		 It	is	a	line	normal	to	the	level	line	at	a	point.	It	is	commonly	considered	
to	be	the	line	defined	by	a	plumb	line.	
Elevation		 The	elevation	of	a	point	on	or	near	the	surface	of	the	earth	is	its	vertical	
distance	above	or	below	an	arbitrarily	assumed	level	surface	or	datum.	
The	difference	in	elevation	between	two	points	is	the	vertical	distance	
between	the	two-level	surface	in	which	the	two	points	lie.	
Bench	Mark	
(B.M)	
It	 is	 a	 relatively	 permanent	 point	 of	 reference	 whose	 elevation	 with	
respect	to	some	assumed	datum	is	known.	It	is	used	either	as	a	starting	
point	for	levelling	or	as	a	point	upon	which	to	close	as	a	check.
6	
	
	
	
	
	
	
	
	
	
Temporary	
Bench	Mark	
(T.B.M)	
A	bench-mark	which	is	a	temporary	setup	by	the	surveyor	for	his	own	
particular	task	
Reduced	Level	
(R.L)	
It	 is	 a	 vertical	 distance	 of	 a	 point	 above	 or	 below	 the	 datum.	 The	
elevation	of	a	point	is	either	plus	or	minus	according	to	the	point	above	
or	below	the	datum.	
The	Line	of	
Collimation	(H.L)	
It	is	the	line	that	intersects	with	the	cross	hair	of	the	optical	centre	of	
the	object	glass.	
Back	sight	(BS)	 The	instrument	setup	at	the	first	point	to	receive	the	first	reading	
Foresight	(FS)		 A	transfer	point	of	the	levelling.	A	new	point	in	which	the	previous	point	
from	back	sight	and	foresight	are	taken.
7	
PROCECURE:		
	
All	staff	readings	should	be	recorded	in	the	field	book.	To	eliminate	errors	resulting	from	any	
line	of	sight	(or	collimation)	back	sights	and	foresights	should	be	equal	in	distance.	Length	of	
sight	should	be	kept	less	than	100	metres.	Always	commence	and	finish	a	level	run	on	a	
known	datum	or	benchmark	and	close	the	level	traverse;	this	enables	the	level	run	to	be	
checked	
	
LEVELLING	METHODS:	
	
1. Rise	&	Fall	Method	
2. Collimation	Method	
	
	
RISE	&	FALL	METHOD	
	
1. The	millimetre	reading	may	be	
taken	by	estimation	to	an	
accuracy	of	0.005	metres	or	even	
less.	
2. Back	sight,	intermediate	sight	and	
foresight	readings	are	entered	in	
the	appropriate	columns	on	
different	lines.	However,	as	
shown	in	the	table	above	back	
sights	and	foresights	are	place	on	
the	same	line	if	you	change	the	
level	instrument.	
3. The	first	reduced	level	is	the	
height	of	the	datum,	benchmark	
or	R.L.	
4. If	an	intermediate	sight	or	
foresight	is	smaller	than	the	
immediately	preceding	staff	
reading	then	the	difference	between	the	two	readings	is	place	in	the	rise	column.	
5. If	an	intermediate	sight	or	foresight	is	larger	than	the	immediately	preceding	staff	
reading	then	the	difference	between	the	two	readings	is	place	in	the	fall	column.	
6. A	rise	is	added	to	the	preceding	reduced	level	(RL)	and	a	fall	is	subtracted	from	the	
preceding.
8	
COLLIMATION	METHOD	
	
1. Booking	is	the	same	as	the	rise	and	
fall	method	for	back-,	intermediate-	
and	foresights.	There	is	no	rise	or	
fall	columns,	but	instead	a	height	of	
collimation	column.	
2. The	first	back	sight	reading	(staff	on	
datum,	benchmark	or	RL)	is	added	
to	the	first	RL	giving	the	height	of	
collimation.	
3. The	next	staff	reading	is	entered	in	
the	appropriate	column	but	on	a	
new	line.	The	RL	for	the	station	is	
found	by	subtracting	the	staff	
reading	from	the	height	of	
collimation	
4. The	height	of	collimation	changes	
only	when	the	level	is	moved	to	a	
new	position.	The	new	height	of	
collimation	is	found	by	adding	the	
back	sight	to	the	RL	at	the	change	
point.	
5. There	is	no	check	on	the	accuracy	
of	intermediate	RL's	and	errors	
could	go	undetected.	
	
The	rise	and	fall	method	may	take	a	bit	longer	to	complete,	but	a	check	on	entries	in	all	
columns	is	carried	out.	The	RL's	are	easier	to	calculate	with	the	height	of	collimation	method,	
but	errors	of	intermediate	RL's	can	go	undetected.	For	this	reason,	students	should	use	the	
rise	and	fall	method	for	all	levelling	exercises.
9	
RAW	DATA		
COLLIMATION	METHOD		
	
BS	 IS	 FS	 COLLIMATION	 REDUCED	
LEVEL	
DISTANCE	 C	 ADJ.	
RL	
REMARKS	
1.330	 	 	 101.330	 100.000	 	 	 	 B.M.	
1.270	 	 3.650	 98.950	 97.680	 	 	 	 A	(T.P)	
1.382	 	 1.262	 99.070	 97.688	 	 	 	 B	(T.P)	
1.250	 	 1.432	 98.888	 97.638	 	 	 	 C	(T.P)	
1.402	 	 1.330	 98.960	 97.558	 	 	 	 D	(T.P)	
1.185	 	 1.120	 99.025	 97.840	 	 	 	 E	(T.P)	
	 1.495	 	 	 97.530	 	 	 	 F	
1.358	 	 1.391	 98.992	 97.634	 	 	 	 G	(T.P)	
3.620	 	 1.350	 101.262	 97.642	 	 	 	 H	(T.P)	
	 1.262	 	 	 100.000	 	 	 	 I	
	 	 1.291	 	 99.971	 	 	 	 J	
12.797	 	 12.826	 	 99.971	 	 	 	 	
(12.826)	 	 	 	 (100.000)	 	 	 	 	
-0.029	 	 	 	 -0.029	 	 	 	 	
	
RISE	&	FALL	METHOD		
	
BS	 IS	 FS	 RISE	 FALL	 REDUCED	
LEVEL	
DISTANCE	 CORRECTION	 ADJ.	
RL	
REMARKS	
1.330	 	 	 	 	 100.000	 	 	 	 B.M.	
1.270	 	 3.650	 	 2.320	 97.680	 	 	 	 A	(T.P)	
1.382	 	 1.262	 0.008	 	 97.688	 	 	 	 B	(T.P)	
1.250	 	 1.432	 	 0.050	 97.638	 	 	 	 C	(T.P)	
1.402	 	 1.330	 	 0.080	 97.558	 	 	 	 D	(T.P)	
1.185	 	 1.120	 0.282	 	 97.840	 	 	 	 E	(T.P)	
	 1.495	 	 	 0.310	 97.530	 	 	 	 F	
1.358	 	 1.391	 0.104	 	 97.634	 	 	 	 G	(T.P)	
3.620	 	 1.350	 0.008	 	 97.642	 	 	 	 H	(T.P)	
	 1.262	 	 2.358	 	 100.000	 	 	 	 I	
	 	 1.291	 	 0.029	 99.971	 	 	 	 J	
12.797	 	 12.826	 2.760	 2.789	 99.971	 	 	 	 	
(12.826)	 	 	 (2.789)	 	 (100.000)	 	 	 	 	
-0.029	 	 	 -0.029	 	 -0.029
10	
ADJUSTED	DATA	
	
COLLIMATION	METHOD		
	
BS	 IS	 FS	 COLLIMATION	 REDUCED	
LEVEL	
DISTANCE	 CORRECTION	 ADJ.	
R.L.	
REMARKS	
1.330	 	 	 	 100.000	 	 0	 100.000	 B.M.	
1.270	 	 3.650	 	 97.680	 	 0.004	 97.684	 A	(T.P)	
1.382	 	 1.262	 0.008	 97.688	 	 0.008	 97.696	 B	(T.P)	
1.250	 	 1.432	 	 97.638	 	 0.012	 97.650	 C	(T.P)	
1.402	 	 1.330	 	 97.558	 	 0.016	 97.574	 D	(T.P)	
1.185	 	 1.120	 0.282	 97.840	 	 0.020	 97.860	 E	(T.P)	
	 1.495	 	 	 97.530	 	 0.020	 97.550	 F	
1.358	 	 1.391	 0.104	 97.634	 	 0.024	 97.658	 G	(T.P)	
3.620	 	 1.350	 0.008	 97.642	 	 0.029	 97.671	 H	(T.P)	
	 1.262	 	 2.358	 100.000	 	 0.029	 100.029	 I	
	 	 1.291	 	 99.971	 	 0.029	 100.000	 J	
12.797	 	 12.826	 2.760	 99.971	 	 	 	 	
(12.826)	 	 	 (2.789)	 (100.000)	 	 	 	 	
-0.029	 	 	 -0.029	 -0.029	 	 	 	 	
	
	
Acceptable	misclosure:	12±	√$			
	
K	=	the	number	of	setups	
	
12 8		=	±34		.	Error	=	-0.029.	
	
Thus,	the	accuracy	of	the	levelling	is	acceptable.
11	
RISE	&	FALL	METHOD	
	
	
BS	 IS	 FS	 RISE	 FALL	 REDUCED	
LEVEL	
DISTANCE	 CORRECTION	 ADJ.	
R.L.	
REMARKS	
1.330	 	 	 	 	 100.000	 	 0	 100.000	 B.M.	
1.270	 	 3.650	 	 2.320	 97.680	 	 0.004	 97.684	 A	(T.P)	
1.382	 	 1.262	 0.008	 	 97.688	 	 0.008	 97.696	 B	(T.P)	
1.250	 	 1.432	 	 0.050	 97.638	 	 0.012	 97.650	 C	(T.P)	
1.402	 	 1.330	 	 0.080	 97.558	 	 0.016	 97.574	 D	(T.P)	
1.185	 	 1.120	 0.282	 	 97.840	 	 0.020	 97.860	 E	(T.P)	
	 1.495	 	 	 0.310	 97.530	 	 0.020	 97.550	 F	
1.358	 	 1.391	 0.104	 	 97.634	 	 0.024	 97.658	 G	(T.P)	
3.620	 	 1.350	 0.008	 	 97.642	 	 0.029	 97.671	 H	(T.P)	
	 1.262	 	 2.358	 	 100.000	 	 0.029	 100.029	 I	
	 	 1.291	 	 0.029	 99.971	 	 0.029	 100.000	 J	
12.797	 	 12.826	 2.760	 2.789	 99.971	 	 	 	 	
(12.826)	 	 	 (2.789)	 	 (100.000)	 	 	 	 	
-0.029	 	 	 -0.029	 	 -0.029
12	
CONCLUSION		
	
On	the	day	of	our	field	work,	we	proceeded	to	our	location	which	was	at	the	carpark	of	
Taylor’s	University	Lakeside	Campus.	We	had	a	total	of	10	points	to	measure,	the	given	
reduced	level	was	at	100.000m	AOD	at	the	lamp	post	labelled	BM	101.	Besides	that,	we	also	
had	to	calculate	the	R.L	at	10	points	located	around	the	carpark.		
	
Before	obtaining	our	reading,	we	found	it	was	difficult	to	get	the	bubble	was	in	the	middle	of	
the	spirit	level	and	at	times	we	struggled	a	little.	There	were	only	two	points	to	read	once	the	
instrument	was	setup.	Once	the	reading	was	taken,	we	used	two	methods	to	calculate	which	
is	the	Rise	and	Fall	method	and	the	Collimation	method.	We	reached	a	misclosure	of	-0.029m	
thus	making	it	an	acceptable	error	range.	We	then	distributed	the	error	to	attain	our	
adjusted	reduced	level	readings.			
	
In	conclusion,	it	was	a	great	experience	as	a	whole	and	as	a	group	we	gained	a	lot	of	new	
knowledge	through	this	fieldwork.

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