1
FIELD WORK NO.
11
DETERMINATION OF THE AREA
OF A FIELD WHOSE CORNERS
ARE SIDESHOT FROM TRAVERSE
STATION
SUBMITTED BY:
SAMARTINO, JOHN MEGRYAN B.
CESE2 / 2013106636
GROUP NO. 3
SUBMITTED TO:
ENGR. B
MAPUA INSTITUTE OF TECHNOLOGY
SCHOOL OF CIVIL, ENVIRONMENTAL AND GEOLOGICAL ENGINEERING
Q1AY: 20152016
ROUTE SURVEYING
NAME: SAMARTINO, JOHN MEGRYAN B.
STUDENT #: 2013106636
COURSE/SECTION: CE1210/
ELEMENTARY SURVEYING
SURVEYING  art of determining and measuring distance, direction, and elevation.
Types of error
1. Systematic error (cumulative error) effects can be eliminated by applying correc
ELEMENTARY SURVEYING
FIELD MANUAL
FIELD WORK NO. 1
PACING ON LEVEL GROUND
COURSE AND SECTION: _CE1200F / A3_
SUBMITTED BY:
SN:
41
NAME:
STUDENT NO.:
GROUP NO.:
TUNGOL, JUSTIN ARIES V.
2013105753
6
CH
ELEMENTARY SURVEYING FIELD
MANUAL
FIELD WORK NO. 6
DIFFERENTIAL LEVELING WITH
TURNING POINTS
(DOUBLE RODDED)
CE1200F/B2
SUBMITTED BY:
NAME: Lacson, Calvin Joshua C.
GROUP NO. 4
STUDENT NO. : 20131017
II. INTRODUCTION
Leveling in which a continuous check is maintained on the accuracy of the leveling
procedure. It is called double rodding because it can be done most conveniently by two
rodmen. Howev
II. INTRODUCTION
A triangle is a polygon with three edges and three vertices. It is one of the basic shapes in
geometry. A triangle with vertices A, B, and C is denoted triangle ABC. The base of a tri
ELEMENTARY SURVEYING FIELD
MANUAL
FIELD WORK NO. 1
PACING ON LEVEL GROUND
CE1200F/B2
SUBMITTED BY:
NAME: Lacson, Calvin Joshua C.
GROUP NO. 4
STUDENT NO. : 2013101754
CHIEF OF THE PARTY: Cravantes, J
II. INTRODUCTION
A triangle is a polygon with three edges and three vertices. It is one of the basic shapes in
geometry. A triangle with vertices A, B, and C is denoted triangle ABC. The base of a tri
II. INTRODUCTION
In science, the slant or inclination of a line is a number that portrays both the heading and
the steepness of the line. Incline is regularly meant by the letter m. The course of a li
ELEMENTARY SURVEYING FIELD
MANUAL
FIELD WORK NO. 2
TAPING ON A LEVEL AND ON
UNEVEN GROUND
CE1200F/B2
SUBMITTED BY:
NAME: Lacson, Calvin Joshua C.
GROUP NO. 4
STUDENT NO. : 2013101754
CHIEF OF THE PAR
II. INTRODUCTION
In survey, traverse is defined as the field operation of measuring the lengths and
directions of a series of straight lines connecting a series of points on the earth. Each of these
s
MAPUA INSTITUTE OF TECHNOLOGY
SCHOOL OF CIVIL, ENVIROMENTAL AND SANITARY ENGINEERING
ELEMENTARY SURVEYING
FIELD MANUAL
FIELD WORK NO. 5
DIFFERENTIAL LEVELING WITH
AND WITHOUT TURNING POINTS
CE1200/A3
MAPUA INSTITUTE OF TECHNOLOGY
SCHOOL OF CIVIL, ENVIROMENTAL AND SANITARY ENGINEERING
ELEMENTARY SURVEYING
FIELD MANUAL
FIELD WORK NO. 1
PACING ON LEVEL GROUND
CE1200/A3
Submitted by:
Bayot, Jezza, B.
1. Roadway and the first intermediate foresight is to be measured.
Compute the elevation
2. Tabulate the computed values and plot the profile output of the road
FINAL DATA SHEET
FIELDWORK 7
PROFILE LE
MAPUA INSTITUTE OF TECHNOLOGY
SCHOOL OF CIVIL, ENVIROMENTAL AND SANITARY ENGINEERING
ELEMENTARY SURVEYING
FIELD MANUAL
FIELD WORK NO. 3
TAPING ON SLOPING GROUND
CE1200/A3
Submitted by:
Bayot, Jezza,
ELEMENTARY SURVERING
FIELD MANUAL
FIELD WORK NO. 4
DETERMINING THE AREA OF A POLYGONAL
FIELD USING ONLY THE TAPE
COURSE AND SECTION:
CE 1200F / B1
SUBMITTED BY:
SN. 36
NAME: REMIGIO, JEROME G.
GROUP
MAPUA INSTITUTE OF TECHNOLOGY
SCHOOL OF CIVIL, ENVIROMENTAL AND SANITARY ENGINEERING
ELEMENTARY SURVEYING
FIELD MANUAL
FIELD WORK NO. 8
DETERMINATION OF THE HEIGHT
OF A REMOTE POINT
CE1200/A3
Submitt
QUESTIONS AND PROBLEMS
1. Why is it important to know the individuals pace factor?
Answer: It is important to know your pace factor because when you are in
circumstances wherein you have no measuring
QUESTIONS AND PROBLEMS
1. What are the different sources of taping errors?
Answer: There are three (3) sources of taping errors:
a. Instrumental Error
b. Natural Error
c. Personal Error
2. Discuss the
Journal/Reflection
Expectations to the course

My expectations to this course are that would be able to learn everything that
is needed in this course and that I would likewise be able to make use of
II. INTRODUCTION
The elevation of a geographic location is its height above or below a fixed reference
point, most commonly a reference geoid, a mathematical model of the Earth's sea level as an
equip
II. INTRODUCTION
The azimuth is the angle between the north vector and the perpendicular projection of the star
down onto the horizon. The vector from an observer (origin) to a point of interest is pr
History:
According to an onsite inscription, an order for the construction
of a cemetery in Bagumbayan was issued in 1807, due to the
outbreak of a cholera epidemic in Manila. Maestro de Obras Don
Ni
Computation :
The computation of sample field notes is done in accordance with
the steps listed here under:
Computation of latitude and departure of each
The latitude of any side is:
cos(bearing)
Lati
GROUP NO. 5
CHIEF OF PARTY: Ong, Steven Leonard
MEMBERS:
1.
2.
3.
4.
Paroa, Marie
Prospero, Chester
Remigio, Jerome G.
Santiago, James
5. Sevilla, Chloe
6. Te, Caloy
7. Topico, Lincoln
FIELD WORK NO.
GROUP NO. 5
CHIEF OF PARTY: Ong, Steven Leonard
MEMBERS:
1.
2.
3.
4.
Paroa, Marie
Prospero, Chester
Remigio, Jerome G.
Santiago, James
5. Sevilla, Chloe
6. Te, Caloy
7. Topico, Lincoln
FIELD WORK NO.
ELEMENTARY SURVERING
FIELD MANUAL
FIELD WORK NO. 5
DIFFERENTIAL LEVELING WITH AND WITHOUT
TURNING POINTS
COURSE AND SECTION:
CE 1200F / B1
SUBMITTED BY:
SN. 36 NAME: REMIGIO, JEROME G.
GROUP NO. 5
DA
Instruments/Apparatus Used:
Two (2) Range Poles
Chalk (for pavements)
50 meter tape
Discussion
Brief History on Surveying
Surveying has been important since the beginning of civilization. Today, the
i
Instruments/Apparatus Used:
Two (2) Range Poles
Chalk (for pavements)
50 meter tape
Discussion
Brief History on Surveying
Surveying has been important since the beginning of civilization. Today, the
i