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Government of The Republic of Indonesia
Ministry of Public Works
Directorate General of Water Resources
PIRIMPParticipatory Irrigation Rehabilitation-Improvement
Management Project
(JICA Loan No. IP-5!"
#raining Material$
o%
& lit C t l
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& lit C t l
PIRIMP
#raining Material$o%
&'ality Control
+arth ,or$
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1 Excavation Criteria
- Cutting slope gradient
- Judgment of excavated material as embankment material
- Judgment of soft foundation
1) Cutting Slope Gradient TS B-3!
Structure in common soil areaSlope "1 # m) $
Condition for %xcavation&imension
- 1 # '( non sand and gravel
1 # 1' sand and gravel
- ermanent exposed slope1 # 1' to 1 # 1( above *ater
1 # !' under *ater
-'(m
-
'(m
!) Judgment of excavated material as embankment material
TS B-3+1, +!3
- &max 1'' mm
- lastic .ndex ".) / 1( 0
- oisture content
2 (0 2 2 30
Cutting slope for temporar6 exposedsurface
7ori8ontal distance from bottomoutside edge of foundation
Berm *idt9 at ever6 3'm dept9 ofexcavation
&1''
&
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2opt
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!erial "o #
C6+C LI7# 18R CANAL97#R:C#:R+ 18:N2A#I8N
Date$Month$%ear # $ $ Weather # &ine' (loudy' Rai
(ontractor# (ontract "o) #
"ame of (anal$!tructure# *ocation#
+ , -
- + +
- .
7e= "2$>)$1Eust moisture
(
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Procedure of Trial Emban
Borro !rea ("tock#ile)
$aborator% Test
Com#action
of foundation to a"less t9an 1(cm)
content
OMC
+3%
OM
C
MDD 2n
DryDensity Gr
P75>7%
oints $ anel
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%-(
;os
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kment (2/2)
:C anual T-B31
.
etc
Dmax
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%-
f assing
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&@ ;),) &re1uency E Timin/ of &ield$*aboratory
Test
&ta.1
&ta.2
&ta.3
3rd 'ayer
2nd 'ayer1st 'ayer
!chematic *on/itudinal !ection
#ime 7che*'le
3rd 'ayer
2nd 'ayer
1st 'ayer
F() * * * * * * * * * * * * + + + , , , + + +
F)
2/1/0 May
Comaction * + ,
ermea!ility * + ,
article sie * + ,
'' ' * + ,
&ecific 4ty * + ,
=orro< Area > A
=orro< Area > =
Note : Comaction
ermea!ility F(): 1 test 5 3 samles 6 shift
article sie once 6 a month F): once 6 % samles
once 6 $/0/// m6
2
,
6 +
2
,
6 +
- .
- .
A
d
Test
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'' ' at each chan7e of material
&ecific 4ty
E-8
;
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&ta.9
+ + + + + +
2/1/0 une
A
Test
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:
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4ield Test "&ensit6 F ermeabilit6)
about !'cm
!'G3'cm
Sand @eplacement
2ater @eplacement
lastic bag
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%-D
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4ieldermeabilit6Test
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4&T "4ield &ensit6 Test)
Sand @eplace et9od 1$!
reof s
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paration urface
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San
4&T "4ield &ensit6 Test)
Sand @eplace et9od !$!
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d replace
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1)
!) 4T "4ield ermeabilit6 Test) !$3
!r
d Gravel
ipe
ing-pongball "4loat)
Stick
A "cm3)
: = A $ t "cm3$sec)t # duration "sec)
1 liter
C6linder
arking
Simple et9odSimple et9od
4T "4ield ermeabilit6 Test) 1$3
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3)
+)kv, k9 "Haborator6) and k "4ield)
Haborator6 4ield
Simple et9odSimple et9od
4T "4ield ermeabilit6 Test) 3$3
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() >nisotropic C9aracteristics in Compacted 4ill
) Target -value in Haborator6
!(!' 3'Tire @oller
"4lat @oller)
(! 1'Tamping @oller
averagek9 $ kvT6pe of @oller
>ssumption k9 $ kv = ("average of tamping roller)
kv 13 x 1'-(cm$sec
k=khkv=5kv
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T9in la6er is observed clea
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rl6
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Procedure of Embankment Works
1) Before it *ill rain
!) Before commence next la6er
or *ait untill dr6-up
3) Scarif6ing
2et Surface &r6 Surface
@emove looseF *et la6er
Spr
4lat @oller
@emed6 for @ainfallusing 4lat @oller
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&'T &PT
) return to 1)
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a6ing
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Con$tr'ction Joint
&ta.1
&ta.2
&ta.3
3rd 'ayer
2nd 'ayer
1st 'ayer
!chematic *on/itudinal !ection
a)
b)
c)
2
,
6 +
- .
A
Constructed Ha6er ;e* Ha6er Constructed Ha6er ;e* Ha6er
1
!( 3'
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%-1(
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&ta.9
Trimming
about 3 m
Confirmation of &ensit6
4&T
lacing F Compaction
;e* Ha6er
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,emed% for "um# Water
RC ie!>50"m#
Pum uP
Ground $ura"e
Coma"tion$ura"e
&ater 'a()e
.nEection ipe
@eturn ipe">1L)
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7ite Laboratory
Fptimum moisture c
4 test B 6 samples$shift7
Ma
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&i/ure ;),) uality (ontrol of 8arthfill Materials
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ntent
D
k
:n
:
:opt
dma P45 (Percentage o% %ine particle"(#o be prepare* by each
canal) $tr'ct're) or borro< area"
P/0 %ude1t
P/0
2 /t 3
)m*
=./
C./
/
2
9
=
C
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1/./
12./
19./
1=./
1C./
2/./
P.+ 47
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PIRIMP (F"TR(T "F)#
&u! ro?ect: (F"TR(TFR #
Name of Canal: Name of Borro@ "rea:
&ide of Em!anAment: or ' eriod of the em!anAment @orA:
"o) DAT" 'tation "le(ation )m* PI
D++- rom To rom To ayer 47
1 6 6 1/.12 1/.92 1 /.3 22.
2 6 6 1%.$
3 6 6 2$.=
9 6 6 21.3
$ 6 6 18.
= 6 6 2/.3
8 6 6 18.%
6 6 23.9
PLA7#IC IN2+B R+C8R2 > PI(#o be prepare* by each canal)
$tr'ct're) or borro< area"
%ude1t
PI 2 40t 3
)m*
1/./
12./
19./
/
2
9
=
C
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1=./
1C./
2/./
22./
29./
2=./
2C./
PI
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PIRIMP (F"TR(T "F)#
&u! ro?ect: (F"TR(TFR #
Name of Canal: Name of Borro@ "rea:
&ide of Em!anAment: or ' eriod of the em!anAment @orA:
"o) DAT" 'tation "le(ation )m* a5oratory ield Test
D++- rom To rom To ayer
Q Q2 Q6 Q Q2 Q6
1 6 6 1/.12 1/.92 1 /.3 23.$ 1.$=2 29.%% 29.9 23.%8 1.9% /.%
/.98
2 6 6 23.$ 1.$=2 2$.$/ 29.%% 29.9 2.// 1.9% /.%
3 6 6 23.$ 1.$8 2$.$/ 2$.$/ 29.9 2.// 2.// /.%9 6 6 23.9 1.$8
29.9 2$.$/ 29.%% 1./ 2.1/ 1.$%
$ 6 6 23.9 1.$8 29.%% 29.9 29.9 1.$% 1./ 1./
= 6 6 23.9 1.$8 29.%% 29.%% 29.9 1.$% 1.$% 1./
8 6 6 23.9 1.$8 2$.$/ 29.%% 2$.$/ 2.1/ 1.$% 2.1/
6 6 23.9 1.$8 2$.$/ 2$.$/ 29.%% 2.1/ 2.1/ 1.$%
% 6 6 23.9 1.$=% 2$.$/ 2$.$/ 29.9 2.1/ 2.1/ 1./
1I+L2 2+N7I#? #+7# R+C8R2 (/" >
