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TUGAS AKHIR
PERENCANAAN PERBAIKAN JALAN PADA TANAH SWELLING (SWELLING SOIL)
Dl LAKARSANTRI, SURABAYA
Disusun oleh :
BO(~i U'inarfo
3813100564
' ' ~~.
L-· 190?,
BIDANG STUOI PERHUBUNGAN
JURUSAN TEKNIK SIPIL
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI SEPULUH NOPEMBER
SURABAYA
1993
TUGAS AKHIR
PERENCANAAN PERBAIKAN JALAN PADA TANAH SWELLING (SWELLING SOIL)
Dl LAKARSANTRI, SURABAYA
1 'j' "
Menget~hui I Menyetujui
Dosen Pemblmbing
BIDANG STUOI PERHI)BUNGAN
JURUSAN TEKNIK SIPIL
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI SEPULUH NOPEMBER
SURABAYA
1993 MIL'.~ Pf!'II'IJSTA!r.AM ! INSiifU1 llf...OLOIII
.EPU~UW - W,.EMIIIIII
-----
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KAT A PENGANT AR
Puji dan syukur kami o>anjatkan kehadirat Allah S~T,
karena berkat rahmat dan hidayah-Nya akhirnya Tugas Akhir
ini dapat terselesaikan.
Tugas Akhir merupakan salah satu persyaratan yang harus
di!;>enuhi oleh setiap mahasiswa dala~l menempuh
pendidikan Strata I (S-1) di jurusan Teknik Sipil,
j enj ang
Fakultas
Teknik Sipil dan Perencanaan, Institut Teknologi Sepuluh
Nopember Surabaya. Tugas Akhir dengan bobot 6 SKS ini harus
dilakukan setelah mahasiswa menempuh jumlah SKS sebanyak
yang telah disyaratkan.
Dengan Tugas Akhir ini d~harapkan mahasiswa dapat meng
aplikasikan ill:lU yang telah di»erolehnya selama kuliah.
Dengan ilmu yang telah kami peroleh tersebut, maka dalam
penyusunan Tugas Akhir ini kami mengambil judul "Per-encanaan
Perbaikan Jalan Pada Tanah Swelling ($welling Soil) Di
Lakarsanlri, Surabaya".
Kami menyadari apabila hasil Tugas Akhir ini masih
banyak ltekurangan dan jauh dari kesempurnaan. Oleh karena
itu kritik dan saran dari pembaca yang sifatnya m'embangun
gun a penyempurnaan Tug as Akhir ini sangatlah kami harapkan.
------
Pacta keseropatan ini pola kami ucapkan terirna kasih yang
sebesar-besarnya kepada '
1- 5a['ak DR. Ir. Djoko Untung dan Ir.
selaku dosen pembimbing Tugas Akhir,
Soedj anarko H. Eng. ,
2. Ibu Ir. Sri Wijati SN. , selaku Ketua Bidang Studi l"erhu-
bungan Teknik Sipil - FTSP ITS,
3. Bapak Ir. Moesdarjono S. M.So. selaku Ketua Jurusan
Teknik Sipil - FTSP ITS,
4. Bal"ak Kel"ala Laboratorium Hekanika Tanah Teknik Sipil
FTSP ITS beserta sta~ yang telah memberikan pengarahan
dan menyediakan fasilitas laboratorium guna penyelesaian
Tugas Akhir ini,
5. Semua pihak yang turut membantu/mendukung penyusunan
Tugas Akhir sehingga akhirnya dapat terselesalkan.
Akhir kata karrn mengharapkan agar Tugas Akhir ini dapat
memberikan sesuatu yang bermanfaat bagi ~ara pernbaca pacta
urnurnnya dan penyusun pacta khususnya_
Surabaya, Oktober 1993
Penyusun
DAFTAR ISI
h«.l<~m'"'
K A T A PEN G ANT A R ...... ,.,, ............ ,
DAFTAR lSI .......................................... .
DAFTAR TABEL ....................................... v1
DAFT AR GAt•IBAR ..................................... . viii
BAB I PEND A H U L U AN ........ ,.
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BAB II TINJAUAN PUSTAKA
2.1. l'ANPdl L.E~1PIJNG (GU\Y S(!lLJ 8
J.<AI,II.'IAI\1 I''ADI~ f ANAl I LEI'IPI.J(.IIJ ••••••••
!JC,Nli ( >iWELL. li~G SO I 1..)
2. iJ .. IOVl '/111 1::r-ISl L<Ll<f11~ tif\Nf)(\f' 11!~ ITlDI:O
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BAB III : METODOLOGI PENYELIDIKAN PENGARUH KEM
BANG SUSUT T ANAH
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3.2_ PELAKSANAAN PENGUJIAN TANAH DI LA-
LABORATORIUM .... , , , .....
BAB IV : HASIL PENYEUDIKAN TANAH DI LABORATORI-
U~<\ DAN A~lAUSIS DATA
4.1. HASIL E'ENYELIDIKAN TANAH DI LABO-
RATORIUK
4.2. ANALISIS DATA
BAB V : PENANGGULANGAN MASALAH KEMBANG SUSUT
T ANAH P ADA JALAN LAKARSANTRI
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DENGAN LAPISAN KEDAP AIH ......••.
5.2. KENJAGA KADAR AIR TANAH SELALIJ
BASAH SEPANJANG TAHUN
5.3. ANALISIS PERHITUNGAN KEDALAMAN
57
58
79
108
112
119
KRITIS (Her) . . . . . . . . . . . . . . . . . . 133
BAB VI : PERENCANAAN PERKUATAN PERKERASAN JALAN
'" 6.1. SURVEY KONDISI PERKE!lASAN JALAN .. 137
6. 2. PERENCANAAN E"ERKUATAN JALAN DENGAN
OVERLAY MENURUT METODE AASHTO 1986 142
OAO \ITT U"U ''-' 159
DAFTAR PUSTAKA
LAMPIRAN-LAMPIRAN
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' r < r, ( .,,_- ",_. ,_ ,- ma.k s
de 11' ' ""' [c,,d,.,. '"' ' L_ r . r, ( w ,, 1: ' ' ,_., .. ,
' maks
~:pm:,
' _, ( ' a;·,qs'"''-' rl \ ,.UC\f. ,_-.r_j ' ·~ 1.-.'r ''"~-"'"•'-
' ' I'' \
~O:c <'" 1 l.orr"' ' '
~~ 1-''L
~~--- ,.,-, t _,, ,- <'
' '~ '·3(
I
r""'" t_;,,,e l ' i ng
:~H~: ,_,,,,_
~le L·uU~o ' 5 ll t~ k
BAB IV
HASIL PENYELIDIKAN SlFAT FISIK TANAH
Dl LABORATORIUM DAN ANALISA DATA
--------------------4.1. HASJL PENYEL.IDI~~AN SlFAT l'lSU: TANAH 01 LABORATORIUM
4 • .l..l. Test Vtllumet.--i/Gravimetri.
t;,\ b<> l
la~)(·Ol 4.1. !ler·&i: <Jnlc><ne ld'1·<h (y1,!.
i"<R ,- "' 1:. \I,C' -, '-' ,,.,~
• ("c-/:•n )
!'"'""~' tj_ " ik
c\dc<i- '" ' .. '
• ' • '2~
7')
I ., -;. '/'I
' :s " :.9 " "' 'I '2 ., -· ,1 c• !_8
' . ' .
'I .. i,
I 1. -St.•
'j
'I I) •
:",lo
l"iln«h tlt_!l I '"' -- ·t "' =] ~-.=,-,-.. -,--. -.-.-.-,-. --.-.-.-.-.-.-.-. -j---··--+---·--+-,-.-,:-.. -.-!:1+-.-.-.-.-,,-, r:.: .. -, o:~j
4.1.~~- T"st Korlslste!15~ T<mah (Atterbe,--g L~m~t Test).
79 "1. '71 ;; 8 t "'
' . ' '78, 5%
'_il1c,nkaqe l.\fo_,_t :s1 I J4,6C>Y. .t.L44'1. lC.,s.n; :u,,?i% lL,'Ili.
- 1_.1__ "' roto-ra.lo.
( 79+1->7-:·71 ·!·8j + 78. 5)
'
c:G, l 8+2'~, 10+.27, 05+ 30, 09+:.~7, iH) "_\
//,C\7%
i F.
! ! 4 ,-">Ci-1·!_ 1 , "l'J-1-1::, :04+1_6,. / l<-l~· ., '/1) lc\J,o. 1'0\,•
~~:~~-~~~~~--~h~-~-:"':"::'_'_':':'_':':·''~':':":'_':':'_':·':'_':-_-::-:"':·_-_'_':'_'_·_'_'_'_''_'_-_-_._'_-_-_-._ .. _· ___ !,1~!
T j_ t •• D<·:><:
' ' .>1 '"
-,.,,.,- -" '
1 ( )( '
.1. ~ .:,
( ' ' ' ,~,, r·'-'" ·J
'" ~- [.; '
__ ,
k<?h ' ' --- .,Li_afPi'·r-,
u.:2~\
(I ) '·
U.lUL•
•).07:3
/: lll]')'"
,1,1).:,
97
'Y
'I .1
\3 8 i
HYDROMETER ANALYSIS
Dascription of soil ------------------------
S:Jmpk No.----- Location Ictik:: 3 ·
6;; J,68 Hydromctn typc --------------~
Dry weight of ,;oil, w, GO ;r- (g) Tcmpcutureofte$'!, T B.;; (.°C)) __ _
1 me-niscus correction, F;, ~ Zero correction, F ~ 3
T empeumre corr<:ction, f T 2·.2%
Percent Time Hydrometer finer, c A 0 (mln) rco.ding, R Ro c. Rep X 100 (em) . (mm)
50 ,,,
01 Ol (J) ,,, (5) (6) (7) (8) . -o,,;o 41 Ao,ns w,s:s> 42 4.4 o.o~ 0.0!>4t\.
1 41 40,2-]fi. w,!>s 42 9.4 0· 0<-84 2 4o,; 39o77S 79. ,;c:; 41,\> q,&f> o.o:zr:z.
3 Ao ?4.27b 7S.~5 41 g,Jf. o.o2z6 ~
4 "·' ~·775 77·~" ""·' 9!/0 o.otgG
• ,.,, 77·77" 75,!;><; "'·' 10 0-014
~~ 37 %,275 12, ;>.>; ,. \0,2)7 0.010
w "''" ?J!>, &25 71,6!'> ?;7,2,; 10i?O OrCOJ2,
Go ?S:C,G 34,77!7 09, ,;;,; ?G5 10.?0 Q,(O'f2
120 ?4,7§ ?4,0.ZS' t.\3.0!> ~~7~ \O,S?7 o.CO?T
ISO ?:Z·§ "31,?7§ IP?.~(; ,,, 10.'2(1 c,OO?Ol
'""" 31.7s i11,0Z.$ h2.-.()§ ?J.,Jr;; w.gz - ,_ O•C010:J -20'0 -"'·" 23,??5 5@, ~!> .P1S 11. 1~ (},(lQ)78
-4•o<e .211. s 2$,7Jr; &"J, !0.5 7,>0.1? 11. :? '? o.tw64
T\f(;IIS lll(t--11 F: Cia''~) i'<_·nv'-' J , ,; , r"' n _ . _ d''"'' ,qn,:_;J•~·l5 DeLe .• ~ 134
c;,~•ct 5an~ r '"c'
C<""'" IO m<od•Hn>
~-~~ ~-" CO"y
U.S S\a"~"''' 5teve '""' I ' 0
' 0
' ' . - ' " " ' " " " '
~ ' ' '
' ' ' ' I '
I I I
'#:~ ' I' ' I I ' I ' I
' ' I
' ' I I I " ' ,, ' 11,~ ' ' 1: ! '
' I I I
' ' ' '
I I ' I I ' ' I II ' ' ' " ' ' ' I I m~:r ' I '
' I I 1: ' I ' '
I ' I I : 11:1 I ' I ' ' I 'I ' ' ' --
' " - . - ' " ' • ,, 0 . . - ' 0 " " " '
G•~'" d;~'""'e<, mm
'· ""' ~'""'''"''"" D'""'i•l•on ,, S,ll ' o,;;- '
" ' ' s oz"' G"""' ' 100 ' ,,
OwV60 - -s ' " ,, ~ '' ' - s ill c ,,, y ss '
Gamba•· 4. l. (,;,- •" 1 n <; ,], ""' d .i. G t.r J. ~''-' t 1 nn t; 1:11- '
!-'_,,,_,,; ui; I,,,.
,•c!c\ ';,he'] ·-l.'o be>lr'j''-'' 'j'bi.\'.'Ji.\1\ J;,,
Beo•1' o l ·,-_,I'' y,.-.
f.c,•, UH_I, }" d
'·'"' '''' vcolurr.,"'''Jnc_l, yd
' ... '
I'!Dd; i;c->cj 1-.,-,-_.cl:c_, T.,.,L ,_ ,_ \ k
>1 ".'.J
I_ " ~·:1
1 / ' :_; '-,
' /_ :".;
1 '>
I " --, ':
,_ -"' ,,
' '
;_, --·-"
j
--
'
I " '' fi ;
IH ---------~~~~~~~~~~---
Lus ____ _
1. 75,
GRAflli MOU!f!EO PFGCTOR TEST '!!IlK 4
---------c-~
\ \
\
---,---·---~ ---.-25 J·~
' '
3S
TUGI.S 111<1-11 R -----------·-------------
up\'''''-''" "·'''' r•c; -,, _._olr-,,, t_, ! __ ,_I· :char-.
4.6.
T·"""'' > ' > ' ., m',; i ' / c;m , ' " . lj '
klc ''Pt
UntL.L r d mo.k s
" ·"'' \ ' ,;c•mol'-· ·w
f';,cj,.,-" u
;, ",, ' ' L~'-l ' i: "
Fwellj•rg
" ' ,, ' 9(, 'Y
"" :-::
dc>n ~-;, "1"~~"-um mo.k~
'•
' '· ._, .. ," ' • 6/r_l
L8 ' e
'?
' ' f' l ,- .. '
C> :;c; "· "
...... !. ' ,, "{, ·-· "" •
,,
" /_.:! ~'
" e, C•
,, F 'I__ c:1
"c"P .,.
' ' ' 0 "
G~~rJK iiOVlrJED PFOCWR TEST IiTlK 5
l.SS~------- _
I 1.81
l. 75j Gs = 2.£2B
,,,mi>C•I" ·1,•'. •.'1' 1JI, mD<•J11"D ;lO[J<:t•J:" (c"".i· \I'Jf
l
90
(We e>pt) --'>
-, ":
LL f' I I'' 1 r-·' PL :Jj_
19 _. 10 60 'l. -~:s ' ' ',i :-;:
( I. I ' ' ~_L 5 :< 1::' ' :~4 '"
y
' ' sa,opl<:-' ",, ' ;! ,, -.)0.1. ,.
LL ,. ' ' ' ' ' '
l'''l_ Gl_
' 2oi ~ ,- .,. l ,-
'_?(•_ .6 ' ',{ 60 ' ,,
'" '~"-""1 ' _,_ ,.,.,
' •• ' '• 1_ :, (> • 9>1 ., ' . ;( ' ::, :-; ;c ' '" '·
Untul r.,. '· r.,. maks
Sui I. sample 1\U. ., I_L FI PI,_ F'L.
1<;,36 /.
-1----+----1----
mo.k s
1.8 /.
(We upl)
' ' ' ' .
--> r '
• '
I'' I F'!
i ,,, • :•, '
.1.' 6'5.\.
• ,, 1-'1 "'- ,_;L .
'·"' ' ,., ..
•?C> .13 ' ' • ·::
I_L_ ' ' ,,, !-'[_
'i'c\ "{ 61) ' 70 _, ·' "
t ,, '!.
0, !'"> :-; --·~ 'X. ' ~.' .L
5Hf+=) -- '· ·-.';,'?
<:_:Dl ' CJ<ampl'" '"' . ' ;, '
(>
' .. I. F' I T·· I F'l. I'' I !31.,
:•'"''~'' " " '
' --· ' ' !·"~' 'i ~·" ., :;:<:> ;,, ·.· '
;.·, ,_'-'
5wo ' ' ' nr; ' '· ' u ;-: ' '
,, '
,, ' "' '!. H , :·c, _, '·
IJp\:ul
' ,.
' f' J f'l. SL.
"" ,, b\-J<,']lll'l9 lO.C>O /. 1 " 0~5 ' 5,7:--
Y d ma.ks (wet sirle) --- Y
0
,, l_l_ ~·I I~L :-il,,
,_'.\,::<fJ /. ' ' :c
-1.30 :-::
TU(;IIS IIKt-11 P
4.1.6. Te5t CBr\ (Califor-nia Bearing Ratio Test)
' ,, ' .
._Turnlc~l ' p~ Sdi>H Pt=I''S!Crl ( ;', ) Y"(] . ,-,,_,f!'a l'<l "a-'- r __ · L<l-(
•"- + "'' \ I , fn '' be sa•· a tau 1<-o b .i. h '"'""'''" ( • .:--• ' _1_ ~' l:J/15 l()(J ' lOC"· ' ( 7~
' ( .!.4/lC' " l<)(J ·;, - 'I :. '
( ' ( • s·o 13 C~/1:0 ' 00 "{, 1'16 • ( ' ,.,
u/" ( - 1 "' ' 15 l•)<) z B<:J .,(J -· '-' ( • C: (
'?4 _j_() 10/15 " 1 (!(: :-:: "' 66, ( ' '
~---- '• 9/1:0 " 1 [ J(_l ' - /;(J , ( 'X. ' . , I' .• . ' _. I') 8/ _1_ 5 ( t<)f) '!.. ~j ·:.
' ::; '
' ~· . _,
6 0( lC\ ( l '·""' ' "" '10 . c ' '
,.,-. ( ~-I l ·~ 1 \ll,l -~ ( 7 ,•
~·-· . _. ., ., (>_, ., ( . ' 1_5 \(I(! ·:-: '" ·u,., ' (,
. ' '' ~-- / ' :1 ' lf(> ' .. ,, . ~ -· ,, (> '1.
' ' '_l/ ( (
' .l.<)C> '!.. ' l-~ - 'Y. ' ' •' ' _:d ' ( ' tO\ l(H) '
,, '
( '•
'' ; '
Gr.Si k ~B~ Test ~nqgunohn M•tode 15 Iitik
>M
' ' ' < 9al----· ' < I • ' I
' ""I • • I ' ::r--• --~
• I
' I I < ' I ' ~1 ' < ' I < ,.j I I ' < ' I <
·~ I
' I I ' < I I ' ' ' 3ll~
\ I • c ' I I • '"I I
' I ' ' I ' • '0! I ' I
' - ;
' I I I ' ,I 11 •
' l j ' • • •• Nil•i CBR (~)
C:dH c ' , O<> ·x. , • CBR ' ' uu
00 •
'',''I• .n-7<.1'•""1' c•;.~>.'d
·1 ,-,I I ' ! - I'• i e'lh-'1-' " '-'"P ''o'--\.' --u ,. t_. ,_~
" l<ldWDjol-1 'l'e'l<':j
.,,,.,,,_,.,,, -,rj"' •nCUE'[ uro•·<l l•lUc-Cfiil!UiJW 'jl'l~un OC,e'oj_~[S'-''1'1 •.'i.o."-·""""'" - ., ' " "
i.--\) 1!01' 'S"-0' ''~-H "!7--\.J j<),\WCJ[•'>'·I IJ•'?;t-~ "''I U1CCICS~jT~f5"1:cp
()( ,,: • U~j '-1'7•1\'1\\7 f'<l1•Cl1 ·~l'•.hJce.<jC]Ihj /. \;\__ T.l>?r.- llll]Ol[ >'UC'U'li' LI'-'U
i'O\ <H"'jtiU>.'P'i!~l "<,J\.l(: "ON U<•>jt-1.\:• ""P S-:lju( [\1.1\?/, ).nqa·O.l<e)'[ t<>--'U\0:]
1]'0] oUtH ''-'""' f"·'"·'n'-1 nec1e> ·,:, c;~: t'LI"'""P _,-c:,ncf-""'-1 '<'-'""'·' LI"'1"'P~
;;: -'j li"P iC .. tl '1 -1;/ UJL'lDP '"·I U>P;IT,O>'jt~CSIOj'fTP ill,IPA •]EU'~.I '!_-\:!
ul·buC'iJ.> l'i1d'J'l.-i" ]-·';/ nj 'i PI\ '.I'?SGL] '•IDfJO!<ljd'1 q>l fi'IC) JJC• {Bp M 'f U>e 1 \'s
-l">l'l'j "-''"l'"ll l-1'-'IJ\'.]. "TU'I Wd~;;,;o "f''·'d '/,"t.- j'C'.CJPL W\:'j>'fJ -)•'"Lp [Tf'
'J-Pde•p '[' lJ 'l' i>'''''" '1\•-'•l»d)p ll 1.1<"fi 1).11-!~7\/U H,e_-ITJ-'J'",\'e[ j W<l:1<'TC:
OJ.!-!'31.-;fl;i wa;.,;·,s '•"''"'!_ '""-t' !-"'"'Til
;: <;~.'.:.9 !lUC\i)IJI'"J C3'1"-•.-J
;, i' I " -'''"',·1 )S'it'--1-j
" Pi-!--'"''! '"'1''-·I:J
'X. f:;')'/_1• { [,1) ~.t•p: 'l'""],' ''lC•\j'\lJ'
;.~ i': I '· 1-o) -11'''' I -"1''·>"1
z c•,c '· t'.:. ! 'Ill -1 '-''' ,· I I'T>1t,-,
:;rq r !<-'"! T\?fwq" ,_ •. _,,,;o .. <·'Jt']-1 '1'-"'l"-F.,cl•p t"c!ep .n:,,, .•. ,_,.
-\:''l'"·'d C•""'" ,,,.;ll ')TUIC[ ·'--''•'.j.li')i\: "f'ol•31 :·;·"'I '-'" 1-Jl·"·;,,.p_J.:e,{
'lj!.'Ut'_L >>•0111,1';'St'JA "'"'1'-'lJ\:! "1"C';·t-
I.Jlt!G SISI'iljN<;/ ·c;·y
t.-1. . ,,, ! "'U ·or·':o')L'U:-1 u·:( .. ''''L;F:.rpr:rc;Au.~.l jT:;,o_., <IIH)I\f S'l:trl.1
TU(;I>.S 1\KI-!1 P
l "r' - )-,
. .
G""'']" m<len<l> C.eoml dm<fiearcon i i-101> oc lo<> of rotal '"'"PI< '''"""' '-;o ;oo,
i ' ' ! '' c,oop damfi(>tro" A--1
I \-I __ , ' _\-1-b ' 1·2-1 ,\-2-5 ' 2-f· I \-2-; '
""'"'"'I"" I i i 'P'''""' r"""'' '" 00
I .;~ m~'
I I ' "" "" ,,ft m.e< "' "'"' " '""' ' ' "" "" ' " "'" '
20 "'" I r, "''" ,c; '"·" 10 """ I ); '"·" ! J5 m.•
Ch"'"''""'" r•f
'I
' i""'"" "''""' \,, ,, I ',
Lrqurd I""'' 40 m.~ " '""' ' '" '"" " ""' Pl»trcrh mde> B '""
-~]· 10 "'d\, 10 ma. '
,-_,, " mr•.
,_- ,,,,] t''P"' oi
I "~""'-""' coc.strl '"''' \IO<>e ["''"'"'' he ..
i '"""'"" ''"'''] •'"" ,,.od _.,] '.I" "' c-J,"'"'' ~"''"' .od <00.!
c,,.,.J '"b"rol_, "'"'" E•oelb1 to r""'
I SrlL-cl," "'""'"' f:{--•.-c •• : ''~"'f"'"'"" , 'lme tn.u> 2-51> of to\,,] ,,,mple "'""' "" )<'J•
~ I I
_,_: Gro";> d•ml>catooo '" \-0 1-7-0' ,_, c
Srcvo AO>Iy>" ll>'"""' ~m<ng! I I ' Nu_ "' ' '" "' ""· M I 36 '"'" 36mro 36 '""' 36 mro
Ch.n.c,.n«>c> of fnotror' ' ""''"g No. w
l,1qutd limH <0 "'""· " "" <0 mX< i " m'" Pi"'<Le<\y mdo> lO m.u
' 10m"" " "'" " """ '
"'"'"type> of"""'"""' ' "'""''"'"' m•!er.ah S'l:y >mi> Cl<vcv wrl•
Geoe.-.1 <ubg>-ode """• y.,, 10 jXI(l'
" •;., ·-·--'·PI~ U. :lO • ., A->.o. n ~ u.. :m
------ ------
I i -, - 1 I " I u,
f."'-' l om--r•ok r:f• tHiqJ·o CJ~v).
4.2.2. An8li<;;"' e:emb,.ng-·Susut Tionah.
' ikc.'5l y,c ''•1 d ,, .,., t cU 9LLI'H> "" 1'~'1' 't'C•\"h
' al ' ,.., l'' l k
'""'"·>-··- ' ' -'- r 3 f: ",-, ''"'-''''"' ''" ) I•> em lJ <·om [j,,n [i ('olVJ8] ' ' ll'l ' do-H- ' ' ' t '" h -~·
., __ , '" t:
11 --
Ul· •.II'" om
1-"" (r)_.OV2 mml.
' ' ;: ~~· c>c!od ,., h
0 ' ' ;· ~\ .;d,,Jcol'
i .1 "' ~ t
'-1- i . -; _, %.,
' - ' ,_ ""
I ~h" I 'I . l ' .
"' ''" ""·"·"". ''"' '" ( -_,_ '-" . " ,,. '" "' 11' .,
1:>< '""" II '"'·. "" id<'" .,, , " IJ
H ·'" "-"' " fl• -"I , _, , eol ,
""''"""'" o\:'ol'h,•O<
'-in,, .. " "" ') { ,,, '·'"
(_I j 6
,, ' ' ' ' '" ,, '
J c·mpc~r><J
td:Hol •1.11.
'''"''"''''"'' II"'),.,. 'I• ,1,•1: o'" (o)
4. ll
bae;1 1
d&SCH Jal,;,n
J3la.r1
-ockt1.i1 .
.I I J i. t_ p,
me'''~·UI"lVc\' k .,. "' ,_, "' 1', IO
MILl" !NSll fVT fii~!liOlOtlll
SEi'ULUl\i - lli-l:li'WtM!II \
TUGIIS 111<1-H F: Has(l PenyelLdLkan_ . . dan Anatlsls Data .. - 101
susut yang cukup besar. Hal ini dapat dilihat dari grafik.
hubungan an tara kepadatan tanah dan kadar a~r (Gambar 4. 7
sampa~ gambar 4.9) mengenai tingkat swelling yang terjadi.
:>~JELLING TEST TIIIK 3
'",-------------------------------------------------1
17 .5J !
' '" , L56e <DR~ SIVEJ
• '" 0 1.546 (WH SIDE) T
' \
I U = l.59ll O.lc Dpt)
% lii1DRR RIR (~d
Gambar 4.7. Nilai swelling test pada titik 3
TU{;I>.S 1>.1<1-ilR Ho.siL PenyelidCkart ... dan Anal isis Data. 102 ------~~--~------'--------
SW!:I.LJNG TEST T!TI~ 4
'"',-------------------i
11 .sj ' ' ' 15j
12.J i
1~,:
I u 7 .5~ ' :
" ' ' " '
' 'I i
2.5j
I
.i ~d o 1.6~~ <DR~ SID&)
$ id ~ 1.49~ (~H SJDEJ
\ "\
% MAOOR AIR (lok;)
I U = 1.651 (Jolc OvD
Gambar 4.8. Nilai swelling test pacta titik 4
TUGIIS llt(I-U F' Ha.si.t Pertyeti.dih.art .. . dan Ana.tlsis DaLa .. ----------------------
28 I 17.5i
i "I
12.5)
J !
~ 7 .5j
' ' . ' ' " 51 ., ' ' ! " ' _, I
2 .s,
j
"'
' •
SWELLmG TEST THI~ !I"
" ' 1.55g (DRY SJD~) I Yd = 1.62B (\lo Qptl
" ' 1.526 <WEf SiDEl
I \ \
\ ' '
•
Gambar 4.8. Nialai swelling test pada titik 5
103
TUG/I.S /I.YI-ll I<
------------------j 0 11
1,·_,~, /.
' ' dmo.ks
.,,,,j,_, ,_,,,,,o<I1C<
c.,:Jo /.
J """ !"·'r 0 .o ,. ,_
d _,_ ""l ,, i ' '· • s Lo.-, I '"''·'
d CJ't
pc1(j,\
~,.,,-,_)''''' "'"''''dl ,_,., kt_•( '?
,'-"-'" l ' ,_.)11(--j ''" ·'
< ' d ma.h
U11tuk
'''"'"''' st'mal< '"
toost swc~l ' ' llCI '"'cs•~ll<-< ' chp,, ' eli'''/ •,; HI'" c < l.d '""" ' i )'> '!'-- y"
TUGIIS 111<1-11 F 106
lola,; e<yali;\n no.:;'OO" 6~'.25 /., <o;or·te< •lllC~i .,;wr>ll~ng mako;imuro
}"C\'''Y tt.•c,i«d' ye<J.t.u J8 /: (t.1t.1k :~) p;;\d" gr c~f.d.
cl1 •_; J ·n·-
';J.f._;i:
f.e••l•l•i<O•cJ· •_,,,,,,,t y;ms1 he· ,,- (\1-.•.h.•\t
L.afarsc.r.-t_,,'
• I'·; ,, ,.,, ,. h l,, ' ' ,, ,, .. ,.,
HFc ,, ' 'l ;,,·.o;ccr
' ;:t ,,.,"
' ' II;· ,,,,_, ., ,,, tc'f'
I;; '" ",_' ,. ' ',' (, '
,_:,···"'·" ·'" 1n•ru:
·~:-(<: L,-u; b<'Sctr- H! '-"''
i..i-IH t.'>h'"' 19Ff3 "-
'''''1'-lll,,f.''l ~">·0'1'1'•1H''--,An '""Lnn.ll '''-'' i•:c•t
. ' ''"''"
f ·-·- :o
·h).'' l
f ,---··. f ,-1 hlll'l o.\VJU [
( 1'7'7'.;
(l''Ul-l) ~60()
ai',Llf'\, C\f.C<Il d.i,d 0\po;,ll•iJ<r
,, !toil
' ' '"" (1
\ )
:..'6(1(1
•'ll6Cl -::'/ .C •C •
( i
1 , ,',IY'.I \/ '•
\ ) ~\
-' '·' /
<1--·',-,
"
C<l' cth,
l"U(;I>.S I>.U-a F
! 1 '
9.,8'/U z
Clli\I"HICidp t '1'\l_l'j'
ii"\·~C\,, '_lj _)•o\ j &Cl
l~•lu ],r-,l_o,s
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PENANGGULANGAN MASALAH KEMBANG-SUSUT TANAH
PADA JALAN LAKARSANTRI
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bahu
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untuk
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TUGIIS 1.1<1-11 R
t~r· J adinva
sedemi~ian r-upa
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-+----'5~00 -----+ ---''"ooc_ __ ~ 100 ~oao 1
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TU6AS 111<1-·U R F·•manqgul,.<nqan No"'''·ia.h i<'embong-Susu·t ••• -----------"-----------125
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s oo I o o o o o o o o o ~--;;;::;2~1 :5=~¢G3~0 0 0 0 0 0 0 0 0 0 0 0 01
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soo PERKERASAN JALAN
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Jugd menwut,,-;,;1, keil,t)u:.:. c•il'' l:c•l'i-">'but. >e>dalam tctr1dh.
"bi.u k" '0'->t•ol •. •~-, ~tu liip,\dat>ar, clall dir·,"tt&k<:tl'1. D.i.
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d1uralkafl
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lll 1
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11fln')ingi!tl .Juga
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BAB VI
PERENCANAAN PERKUAT AN PERKERASAN
JALAN LAKARSANTRI
--------------------6. 1 . SlJF~VEY KOND I 8 l f ERUSA~:AN J ALAN LA~:'ASANTR I
B'-ll' d C• 5" r f "'" ha 5' l r•<O·r\ g 0\tncd ,; ,., d ,1, l c• pa1·\ q C\1'\ , ·t <' c n y .:< t a ~ '"' tl "
jal.>ro !_,,f.:,'silnt_r-1. 1Jdi'1V•"'I' o;Ckio11.i <I~J•lmp.u bebel"aj:H maeam ,ion1.,;
ter seb•Jt, Un LuK
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()e<t peo•r-1•-< <hlo:•H<I:an SUc\'l'u m<•t.r.o•clc.• pen,,laian kcon1,;c\kan jalc\ll.
Ada.pun '""'todt-' yanc: d.i.<_JLLI'•C\k'i.<n l.llltuk mel-,il,,_i l:ir1gV.\\t k<:ll-usafan
Jc<lan l.a~ae·c;,-,ntt"l adod<~h d"'"J'"' m.:.•todQ lndr"C\5ur-yf\ dan D~l'liD
la'.c.,-,Qn".
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' u " f) I oc k c,.-ackulg ' " Shrtr1luoq•., cr·acLl.llg
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l<,t.cll1.'l<J
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" f' lu5h Lng/E,c:e=ss asphalt
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= (>., ~.
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(19Ull
per-muhaan
un+_uk ''''''"' I'Dmbsi bawah nilaii-,Yd 90 1.
1. Lapis Pormuk».n, IJmuiN!J". tidak ~uk, bony. .,dikit d<fonnul ;>ada j>hlr rnd• , , , • , •.• , .• , •••• , , ••••••• , •. '9Q - 1 OO% Tor!ibat rouk balu•. sodikit deformul pad. jo.lur -·rnda NrnuD mt.~lh <Otap subil ••••.• , • , , , •••.•. , , 70-90% R<t>lt. oedang, beber>pa do!omusi poda j>lottod~ pada o=mr• ma:sih menunjW:hn ken:ohU.n , , •••.•• 50 -70% Reulr. bany1k, d<mikilll jup do!omusi p•d1 jo.lur rod., m<nunjulthl) gej.Jo kotidok n>bil:on • , , •••.•••• lO - SO%
~. L>.pi> Pond.,; , a. Pondui iUpol Beton •= Pen<t<Ui M>Oldam.
Umumny• tid>k ret>k , .•.• , .. , .. , •• , ••••••.• 90- 100% Tcrlihat r<Uk b>lu•, Nrnun rrntih,totap >o.bi! ••. , .... 70- 90% Reuk >«!an~. p..!• d=rnyo ma:sih menunjukk>n kembil.tn ••••.•.. , , •... , .. , .• , • . • . . , •••• 10 -70~ Re:>k bony>k, rnenunjukkon g<jola k«ld.k stabil"' . lO - SO%
b. St>-bili=i Tonoh dengon 5<:nen otau Xopur, lndek Pluti•i._., (Pl.tscieity lnd<• ~ PI) otJO
e. Pondui Mocodam "'" B>lll Pee>h, 70 -- 100%
Indo~ Pl,.tisi= (Pb.stidry lod<a ~PI)~ 6 •..• , ••• 80- 100% l. Lap;. Pondui B>Wlh '
lndek plutisi<a> (Pi'-"tieity lnrl<• ~ Pl) ~ 6 ln~ek pl><ti•itu (Piutieity lnd<• • Pl) > 6
-••...... 90- 1o~:.
••··· .... 10-90%
TI)GJ..S 1>.1<1-H F
6.2. F'ERO:NCANAAN F'EF~KUATAN F'ERKERASAN JALAN
MENURUT M~:TLlmC AASiiTO 1986.
53ict, b?t,,pj_ JU<F-' d.i.hoo'l o>pkan
dc\ya de<kunq porf.<.n--ac;o,,, )<'<].-,n.
mampu
t2mbahan
US2h2
y2ng
h&5J.. l
hob,,) )"'"'"'-'''' t-w.h'·'l""'' diculqgap sepert.i.
"' DE'NGAN
~tu J LH)"\
( DVC"" •
kem'-impuc;n
cJi
I enUutan
menq hi.. t'-'"IJ
TU(;IIS 111<:1-ll P
AdapLLr> pc.>rhi. t.ungan
4<) %) •
6. L
144
1'!88
i:c.'n (1.:1 L)
TeL•~- t_,,,,,_,,- ·n t·~·n (.l.:C 1-1) , ..
r:E-•Id<~r·><u. ' j "\]C\11 0 ton ( 1 . 1 ( '"· 3750 k"'nd2radr>/ har!_!~ O\l"o\h
Tn.ti' V.ec1l H,3 tc>l'1 ( 1 ., C) - 340 k emJ a,. '••m I hiH' i ! 2 .v-.;h •
r r-ll k '"'"'''' 23 te>n ( i 7 "' - 1:.-5 k"'r1dar c\an I ha,- i /2 ar-,,.h
- 8ll5 H t em ~ 1 ke11dar-aan /I1CH" i /2 are~h ·'
·rot&l -4168 komd ara01n/h2r· l_/L ar-ah
per-iodc• 1988- t'-N~
didap.·\k~n ~ •• leo X.
6.~.1. herhitcmgan Angki'\ Ekivalensi Bebom Gandar.
( I~ l mctsing-masi'''<=J
hel,cu·\
145 -----------~~~~~------~
- -- - - 0
'' ,, 0 " 0 ' ,, - ' - -
" 0 < - ,, -< - <-
' - 0 0 0 0 ' ' ' ~-0 " 0
" ' ,_ 0 < ,, ,_ ' - ' ,, C.' ,,
" 0 " 0 " 0 0 0 0
' 0 " 0 '0 l '' 0 0 " 0 ' 0 "
, ' ' ~ '-' ~. ~ ',0
"' >0 '/, >0'E,
' ' "'/- :.1!2· ~ .,..,,..,.. . ._ '
qt'~ %1 -.. ..._ ........ ' 0 0 0 """' .. -,. ..
[JUS "-""' '"~"'
I . <' l ; J< y, oll·r. 2.! 0
0 ' 'I [JilL I Tll\JC~ I <l/=-r&-'5_;;>
' '" :l Wr, o(,•t,
'·'" " <a,z (:L~-- I ; ''u,-~ .~
" , s ._, 11%
' 1C " f:bL___E !"'~lJW'· :RvC>; -0=----~.,?1
" '/, 3!"'/, ,. '1, 1'% I , .' < ~ ' 0 < ' " 31'. ,(J II J ;Ro '~ E: ,) t,~~- @- 0f''
I . 2 - 2 " .,. ..-,. " '1,
5,< " 2G,Z ~I I TR,>'L[(l \'J=® < < , ------ --- '" '/, , 0 .,_ !i• .,_ <
u-n , I !1'/, f !1'1,
" " " ~"""' ~
ll1r•<LEil """' '
TUC.I>.S 1>.1<111 R ---------
A,-; ci"'P'"" (J,o ton) ~ 0,000'18
A.:, bC?!c,\)'""''9 (j ,0 tun) '" 0,00048
0 '0<)/)96
0' lf35<.J~
.~ (l,8455
·~ .1.6,668 ,.
l<u•; 8 <:·m (1.:.')
Ll-cl,<fc;;nrJ (5,94 ton) 0,2650\5
0,:::'856(>
'[ dl(,o) b. 5. I' cd'. t.or ~J'l.Ya1Er1 B"'b''" Ga"d"'r FerKerasa11
U=r>h•l-, 13,"ilcla•· Ttmggal, ,, :2,0 ( AI1SHTO, 1'186)
--- ----
----,\.!o co~d
l'.womont ~1,~cturol Num~~' {SI< I
P<ip,J ' ' ' " ' ' .OG02 OQO~ .000"1 =' =' .0002 ,, .002 ,(!03 .o,n .i:-02 .on .00,
' 000 .0 12 .01 I .0!0 _em .000
' .OJO o·;~ .oJn _()JJ .OJ I .02~
'" 0'10 .uw, .tJ!•O .<)1] ~ •J )~ {) /(,
" - I bO . I '17 .IWJ , I llJ I 1•1 i I,U
" ~25 no ]'it. .JSO .J )I! m "' ~fi? .0% GIJ .GI2 GOJ ~OG 1 lj I .co 1 G{) 'cc I.GO 1.no '00 <<J ' "' '-~9 I 5<"> ' ';5 1 ·'' 7 I 'iJ ,, l •\ J ' -1/o 2.35 2, 3 1 2.35 ' "\ 2 •I ' " 3.~2 J.·l'l J.JJ ]_•1-1 "' '" 5 :16 5 2 I <UW 4.CB o\,"17 ·•-% cu 7.~4 7.11 "- ;. 3 ~-·12 G 52 1;.03 "0 W4 10.0 ~-2 '' U.l '' " ''' l 3.5 12.4 I I :, 11 '5 12. I 3-1 IB 5. I 7 _J ;r, J 150 "' 15.6
'" '" -:'3 3 ",'I .2 18.3 1n.o 19.~
'" " ' 2~ C\ U.l 2·1 G ",'4 0 7.5_ I .:o J~ G ~.u.o )<\ J 30.~ 200 j I 2 "2 -13 7 ·17_ 7 ·1J 0 '"" 37.2 JO.S " :il " S9 J ~iJA •1'/.fJ 45_7 Co/,1
'" JG I no ti5 G 58 J '" 57 0 ·lll ~l ~ ilQ, I !10.0 ;·o.~ 67.3 ,;g (; 5LI 113 : C:1 ~~- ()(;, "' "'
dihi.tung
(19EJ8 .. ·1993 clcm 1.99~:-1998) clengar1 r~1mus •
TUC.t.S t.U-11 R
060\ " l..HR X l~j X . ,,
( .1. .u)
rilffiC\I'IC\ 11 ·-• lZ = 10 'l. dan N~ = Nz "" 5
= ~>60> " 1-::. x 0,28560 ;; '1,8323
Wte t•·uk kecil
Total W<e
W<s -- Dn D1.. " W<B
- 0,5" i ){ 4354885,88
.C.1 77442, 9•1 l~bAL' s
1~'919,64
4080\397! 22 ____ c_." "' 4~\54885,88
Tt.J(;I>.S Al<l-111< P"'renc;,~naan P<?rA<.<•<tan Perkera;,i!<r> •.. 143 ------------------
!''"·'"
lu lintO>s tir>CJ<Ji., lc>.-ella batasan untuk
adal<.lh 1-:hAL"'; 2: J. 000 •)UO. 5P.h~ngga p<>r-s .. mo.arl y.mg dl.g<m'""""
cmt.<.<l rr>e>r,entuk.!<n t"b"'l ped.er·asan adalah :
S~l '~ cl<.D< l- O;<~.m~.Dz + aa.li\B.DB
6.2.2. F•enentu"n !ndeks Tebal
Numb10r (SN).
Pe.-ke.-asan "tau Struc ~ur·al
Fal'ttJr-faktc>.- yanc1 dip!"r·Jukarl dalam mencm·i hargi' SN
adalah sebagal Lwr.i.k<.<t
2. 4.
Ul1tul' _),·elan lokc.l (ur·b.«l"l) adalah 80 /.. d:.m2n,1 c;.,.lam2.
(O,t10l"'2
90 ·:;.
NiJaj. rncxJulus "'"l:'·"·ial h\rn"'"''" per-h-e.-ascm yang dJn~ll"
canakan 3dalo11 :
~1odcd'"' el-eshsil:a'5 I05pal beton (EAc) "' ~OO.OOC• psi
Modulus Res.;_[.i.<~llt (MR) subgradP.
MR sulJgc.;,d" = 15\10 " 2 = 3000 ps~
Mt:.dulus l~esj)~ent. gr-ar>ular· ba5e (CBFI 85 Y.)
~~~~ S 1.1<11:·:·~-----'-':'_'_':'_'_':::':':::':'~'~P:::e:c_·:':':':":':":::'_' _>·:'':::'_'_' ':··_'_·_'_'_'~'-----_-___ .15'
= 1500 " 65 " 1270•00 P•·i
MmJLLlu,, R"'GJ.iJ . .,nt. gr-anular" subbase (L~lf'i 45 /.)
= 1 Ci(l(l x 45 = 67500 ps.J.
PSI l ~' F'Ll F't IF' swell
Diasumsi ""'" b"hwa 1nlai IP sw.,ll 0,2
2···0,:~=-'
sr~,
gandar·
J '·"" 1 i:\ I;
ya.itu
~us rJi la.kuf a.n per-h; tur>gcm awed
. "
' . " •
-';;-'
I I
f
0
•
~ s ., • " " " •
•
' • 0
' l
•
' "
• f ' "
• " • " !
• 0 • 0
Poe encanaan f'lii'ri, <'iltcJil Per-ke!cC•5an " . . . .
I • I I I
•
'
''"' I . e· " .. . " .. I I
. I 0 • I I
' •
• .. ·- I· ..
. I ' •
.. •
' 1\ • I·T p
.. . • I , "
. " .. ·" " ' ' " • " . " " jd-- ' h. '· '
' ' • • ' ' ' " ' " f • 'fl • " I) ' " '
.. /. " " "
·'·' c .. " ' ' " " I,,; J ., ' '""''"~ q
'"'"'ll) • ' ' ·, p
.~ • § 0 • • • • ·d • • • • • j
m • • • • • •• • •
" ~- • • ' ~
~ ~ :>. I ' '
U;·,tc\1<. subgi'<Lde d~tEOt.<cpk<cn Pt "' 2,0, SN = 6 dcm dipO<r""
uleh
:-:> < 8.
6 .o "'-· D<
Sedem<Jka;1 unh!i< mencM·~ harq& Sl~ untul base dar> subbc\Se
i.idal.
11,1,)&1
y.ong .~c!a P'"!,; TA.bel 6.5. l'.ernudicm hc<r\)B ~Ita yang
log sebagcd ulltuk
s<?bef1M"t'•ya (dlhmjukk'at"1 pada l2bel 6.6).
l cg Vl1.!1 ·~ i., ~'0
TUGIIS l.f<I-U R
"' ' ~2 .•
. ~· ~- 0,(1(11)""/{, 0,00096 0,(H)<)76
" £<us 0,26866 0,28560 '..l,2'1474
' .2 c 0,18200 " . 199:~5 0,1'1<792
' . '' 18,085!3:"· 17,513~\0 l6,0b25:C
I"~: 10228,05 1:2919,6'1 1022d 1 (IC· .. E<u,-, 125'3'!' 1~; 15324' 46 1:_\'/C,O,BB
"" ' • '· 222074,~9 " ~:4394lt,07 '· 2432'14,
' . :;~ " 4:?18910,01, 4(>8~·397' 22 57~6'125,2(1
Total 44<d746,53 il-354885,88 4(>148.-t'l, ~'"
l•J • " 223187:;,26Ci 2177442,9~ 20074;!:C, 1(1
L_ 0'...1 ' '" 6.35 6, 34 6, 31_1
5N ' ' 0
p ~: '-'·00076 0,00<.>'/6 0,(1(11:176
[~ .1. '"'-"' o. :c•i':~·.co 1_1,280~0 0, :C/29;,
' ... ' 0,2014::i 0,1912A 0, 113:0(1:)
' • 2 H 14,87373 14,82516 15,-~-S75(o
I' I< to:ni'I,O::.\ 10228,05 10;~:'8,05 . Bus 1363:2,:c:s 1:5072' 53 1:'7:-::·c,tl8 Wta
' . :c '· 24:':>806,96 2-3:~:548 '84 22! HA, :~<)
' • H :;46961~ 5'i' 3458284,61 .'l"h('8 '· 38 , .l n . •. • Tb lod Tn:9:.CB.l., 'rs :~/14934.03 385256-3, 2-S
~,. .1869640,"1"1 Hl57467.Ul:O 1'126:2Ul 'b 1::;
l .. OCj '" 6,-:c? 6, '27 b ''"'9
.
TUGIIS IIKHII<
dljWI'C<le>l"'l C)l\! subbas~ "SNz ~ 1,57, rn«l•d
1_.:57 ·• ,,,_,D,_ + 012.mz.D2
t . t '? di. D<
6.2.3. Mem:tapkii<l1 febal Lapisa!1 Tambo>ha11 (0Yt!l"lay).
(uve,··t,,y)
tebal
CBR subbase ~ 45 Z
j 3 1 C\1'1
yang
154
di-
d ·'-
~· ~~ "
c' -
' ' ;,}
"' 0 " c ' ' ' "' 0 o, l.l.
lndeks
SN
,,, aa.Da.ilo3
6 - ii,665
L, 335 0,4 " !)~
TU(;IIS t.I<J-!1 F
TGbC<l ldp_l_s '-<~ml:>e~hom berdao;ackan CBR sc.•bbiJ,;;e ~ r,,j %
tldf'l perkel-.,s.,n Y"'"'J "d" d"pat dica1c1
SN cu.D1 + ilz.Dz.mz
S~l
" ], '"'
0, 7i'i'
Te>bil.l ldp~·; l:.oml>c>han berdae<dr-k<m CBr~ base ~ El~· %
Dilr; perkc·•r,'ISC\11 YMI<) ctd" cJ"p"t di.car1
'"'· lli
0,625
Di.fetall'll SN b.e,;e -- SN; ~ 1,19 milk a
SN SN
.• t , t '/
156
.;, ( AC:
<). 4
iJ• 1,,)j_: ~r:c:i-,
:~ ,60 em
.,,,,.,",,-,, ,,_,upun Ct<f:
«r,/cw.--n loy fun,,; d1 I"''-'-''-"''·
u·,t>a I
Slehi n•_)UC\
,"lt.<c;,, i:<_•b;,J lapi<,,ll-1 tambahO<n ye<ng d.igwoaf'>r1 'OC'L11J;c;
lc, 1_.,, .. ,,,
L-, LL'
157
'-' ,-,-,u r
1"' -
:_, ba)
I
r---~~~~------~~---------~A~C~/~L_A~S~TCO~Nc_ ____________ _,. I 85cm
lTOom B A S E
SUS BASE 30cm '
i 1---~--
SUB GRADE. CBR 2%
BAB VII
KESIMPULAN DAN SARAN
--------------------7 .1. ~:ESIMPI.JLAN
ne;c;r·, pe,-b,lkO>n jalcm yanq telc;h dilaY.ukan, mafa dCtpe<t c~,,rr,-
bi l bt,ben>pa ha I p>,nu r>r;1 sebe~gcti ke.isimpulull <o.c•per ti btTi f t.•t:
IT<t>ll>plll1y""tj <;i.fa-L l·cembC<ntJ-5USU-L (swelling) y2ng bes,,\1-, E«:,-
dasarl-.21l hasil d.~,.-l te"t ,;wellinq menunjt•kL:,n be<hw,> d,J L."n
fee<cJc\21l d•"v •-OJ.df' swellirH.J tert~nggl "'"'""">'"~ 18 Z, s.-;od<>rtg
p«da i<edd~"" •~t:>t side swel.l.irlg te,.til1gtJi me11c·apo.i. 7 O•C• t.,
ialu
- 1Ci9 -
~I<O'<lLLt••p atau "cov.,rJnq" permL<I'"""-" t""'"h """"mjc>n•· ,-, i "'i
diganti
'""''"'"·'l.J "" (_]
D~sc\n-tfl'"" ltu JLL~I'·\ dibuat somcl
'"' [1(,\jll
'" "' ' ' ,,, e c c " C, " c ' ' D 0 0 c ' ' c 0 " ' ,, c ·- • c ,, • ' 0 c 0 c ,, ""
" c " " " c " 0 " ' c ' " ' ' ,- ' " 0 0 " " 0 0 ' ' " ' " D • " ' " - ~ - ' - ' • ' - - ' " ,,
·- ' -, ' ' ' ' e c 0 ' e - c D ' ' ' 0 i7 " c " D ' c c " ' - " 0 D
"' c. ' c ' (>) ' c '• c ' c ,, )' '
c ' ' ' e ' e " ' 0 ' ' ' ' ' ' ' ' ' c ,, c ' 0 0 c ' D ' ' c ' ' D ·~ " ' ' ' ,, ' 0 D C:!
' 0 c ' ' '
• ·' -,, c c ' ' ' ' " ' " " ' " " ' " " - e ' c D ' c ' " ,, ! ' ' - ' ' ' c ,, 0 ' ' ; c " 0 ,, D
' ' ' ' ' ' e ' ,, ' ,. - ' D ' e c ' ' c ' c ' c ' ·' ' c l ' ' - ~ • ,, 0 c'J ' e ·' ' u ' ' ' ' "
" ' ' ' c ,, 0 ' 0 ' ,, ' D , c , •. 0 • ' c ' ' ' ' lj) ' ' ,, ' .. '" " "' ' 0 e " • ., 0 0 c
• " - ' ~ ' 0 D ' 0 " ' - .. 0 .. ' , 0 " ' ' " " 0 , D
,C ' ' 0 0 ' "' ' ' ' ' " ' ' D ' • ' ' ' c • ' ' '
• D ' ' ' ~ ' ' " '· ~ " ' c ' 0 D
' ' " ' ' ' ' 0 ' , - ' 0 "' ' 0 ' • ' 0 " ' D ' ' ' •
' '' m
D
D
D z
c ' " ' ' '
.. , D .. ,, ' ' c '" ' 0 "' " ,, ' ' D ' ,, 0 •· ,, c ·~ '" ' ' ' " ' z z "' D c ,z ' '- -' D z
~ ' " ' c ;l;
- .. ' D e ~. ' ' c l 0 " " ' ' 0 ' ' ' c ' ' ,, " , , ' 0 '·'' ' z ' z ,
c ' ' " " " " ' c ' c D ' ' ' e , .. c ' ,, , 0 0 ' ' D , ' ' , ,. c 0 , D
D ' m ·• 0 ' '" ' 0 0 • D
0 ' ,
" ' D ' , " ' ' ' ' ' ' , ' , ~ c ' ' 0 " c , " .. " !> ' c , ' 0 , " OJ ' " ' , ' ' '
,, D ' ' ' 0 " " 0 ' , ' D
, ' ' ' ' c ' ' D '" ' ' , ' , "' ' 0 • , -, " ' ' D 0 0 ,, - ' ' ' '
' , ' 0 , .. ,, c c c D 0 D
0 0 , ' " D .. L"- ' ' , 0 , D " c ' , D ' ·' , ' '" " n ' "
c "' D c 0 • , ' , ' z , ' c " ' ,, 0 0 ' 0 " " , z , , 0 0 0 , ' , c , ' D "' ' c '
,, ' " ' c , , c D , c ' ' c ' IT ~ ' D
" c ,, c " c ~ ' ' ' ' ' n n '
' ' " " c • ' 0 " ' .. ' - Q ' Q c "' " "' • ' -, 0 ,, ' - ' IT ' ' ,, ' ' c " , ' . D ' ' c
• ~ • " • ~ " n ,, "' ,_ ' u ' ' , Q ' ' ' ~ ,, ' ' - - ' '
DAFT AR PUST AKA
Pedom"n I'E'n<i'ntuan Tmh"l
l>s;o f'.ompc:;l-,,~,,, C.'P,<l.:2 .. ~.26.1987. Yayasan B,;,d.~n
oit F"U, ,J,,I·,,rL<.
P .. ~- • E·•Jition.
An 1ntrcrh,lc-lic,n tu l-'t'L•-
l.c>c::hnlci?.l ["nglnO'ccrlng. 1-'lrE'ntice-Hal lilt. lll<:, L01'1d•."ll1.
Swe.I.I.J.n<,J
r'·ressu , .. ., ,, ' c l c',Y" ASCE ,Jdw·nal Clf the Soil Me,·hanic
i?.lld Founti3.Li01"1 Div>.SHon, voL 95, tm.SM 1, Jar,uaf·y,
:.;oil Beh,;·~<qr-". A':>CE Jo,Jnli?.l of L'l.,otec:;hl'1iLa1 l~t1'Jl112i='
:LI'<.J, vol. 11'2, r;c:;._., 11arch, pp. 255 -- 289.
rei:''''' In,-,f,J.t<•.t
Moc:ht,lr. 1 'i"''2.
F-"'-L<l!:<'" r,,krnk ~ilpll dcrn l"er·er"1L<"'''"'''' !11tot.it.e<t fekrl',_
lug1 SepLLlLLI'> Nopwmlmr-, Sw-0\bO\y£~,
~,:,_.f.H'rr.an, SllVlEL J.99',C, l''erkon-e<s2n I er·rh.w d"lar1 Ray.>.
E<c,ndcmg,
lhe Amer-~Lc\ll Assr~>c.iatHm of Stc>'l:e Hlghw"y "nd Tr.,n,;pcortati.c:•rl
O·ff1r..1.2.\s. 1986, AASHTO Guid" ftlr' De5igr1 ot Pav.,rn<'mt.
Strcurt.uno 1981-•. Woo.shlngton D.C. 20(>01.
LAflORATORIUM AIEK/l.NlKA TAiVAH f fii<UL T f\S TEI<NIK SIPIL DMI PER<:I~CfHJ/VIN lllST!TtJT TEKNOLOGI SFr'ULU!I I>JOI't:MlJFJl
l AN(,\., /II. JENI'.> i'Eh'tOBAAN ATTERBERG LIMIT NliP; HAMA "BQEpl W f3B7310056~)
CONTOH TANAH :llllJLl
1. 11enentuk;m flat;,:; C~1r.(l.l).
Nomor caw an. <S '1 11 2f
Be rat cawa11 ( w 1 ) (gram) 42,.::0 42,'!0 44, 9:.1 !>=2,'ZD
Sera t caw an • tan an basan (~ram) 67,r? G• 10,.9 79,3
Be rat cawan • tandh ker t ng (gram) %,6 "' !79,2 b4,h
Kadar air ' 7<>,94 76,<32 19,0'2. eb,29
Jum 1 ah Pukulan '" "4 "• Z? •G
2. Nenentukan Batas Plast,:;. (Pl),
Nomor caw an 9
I 4:,, J Berat caw an ( w 1 ) (gram) 4!
""'' Berat caw an • tallah basal! (gramJ(Wil "'·· Berat ca'!'lan • tar\<1!1 1\er "'!J (gram) (W3 47,1 "'·? Kaaar w ( P L l ' ?-f;,':7l 2715
. PL rota?. =" :;2 S', IS %
•
Nomor caw .an I og~m
Be rat Gawan logam ( Wt l (gram)
B~rc'. air mksa yr,J. vol. nyo ' vol. co won (W t,l ( 1Jr)
[Jet· at caw an ' t ana to basat,(W2) (gram)
Ber·at caw an ' lan~h Ker, ng(WJ)(gram)
8<>ra t air rokso yg. vol. nya , vol . tanoh kering ( w s'
kodor
w A
' ,-" c 0
" ' L
" ' [,, I "
air (SLJ
LL~ 1ft %
p L ~ ;2B:,tS%
SL~ t4,bl>%
tJt.) OF IJLOWS ( N)
3 4 q, ').. 16,6
""' 9-?9,g
41d$ 41, 2.
C)M W),< m 111,9
-14' 19 1!7, 1!
SLroto? - !.!(. 6!3 (';
TU{;IIS 1>1<1-ll P -------------------------LABOR.ilTORIU,\1 !i-1El<Ai\'IK.-.'I. TAN AI£
!'"f\KUL Tf\S TE!<NII( SIPIL DAN PEfl[NCANf\fiN 11-JSTI n I[' T[:I\NULOl>l SrPUUJil I•JOPI:Mllffl
<.O.~ .• '.'S ItS <£~liT II', Sel('~ll-<' Hlf, ~%D~~ 5'1Hn••~y~ EU"1
l Ml<;o<,AL
JENle> f'Ef>·COBAAN
Wtf-"/ 111\M/1
CONTOH TANAH
1. Hf'ncntukarl B~lilf• Ciltr.(t.l).
Nom or- caw an. " Berilt caw an (WI l l'-!ram) ~2,20
Bera t <:aw<H> • tan at> bi<:;,.)il (:oJr amt Uso Ber·at cawatl • 1 a nan l<erong (Cit"ilffi) 73,3 Kadar "'c ' "2,%
Jum I ar1 PuKul an I " I 41
2. Henentul<an Elatas Plastrs. (PLJ.
.. Nomor cawan
Berat caw an ( W1 l (gram)
Berat caw an • t anah 1Jasat1 I gram) (W]l
Be rat cawan • t a• 1 ~ 11 l<er tng (gram){W3
)1
Kadar a,r ( P L l '
24
4ZAO
70· '0
,;; , I
,;;,~7
?0
17
.::tz,;;o
t;:;"], z 4q,!?
u-t1
PL rota::> "' "
3 7
43,W 42.,20
12.'20 79,9
61. 1 G4,z.
6?,24 71,%
24 "
/8
42,GO
4;,40
45",7C'
22,,8 l 2 3,10 %
'·•.
TUC>I>.S I>.I<J-liF
~ Henentukan Bat as susut. (SLJ.
Nomor C(!W<ln log am
Berat caw<ln IOg<lm ( w,} (gr<lm)
Beret air raksa Y'J- vol. nyo : voL cowan (W 4l ( ))r)
flera·t c;>wan ' tan~!> basah(W2J (gram)
Be rat c"'wan ' IMlall K ~-r ' ng (W)}( gram)
Berot air rnksa yg. vol.nyo~vo[. tonoh kerinc;1 ( W r:)
Kadar "' (SLJ
w A T r: ll
c 0 tJ T F IJ I
('i~)
L L ~
p L~
PI '
SL=
f/%
Z3, \0%
"1~,00%
11, ~4 %
%
'
tJ•j tlr llLOWS ( tJ)
I 3
1!~,5 17,3
244,9 ' 243,7
43,2 42,0
72,5 3/,1
PI$ II 7, 3
ll,Z4 11.6?
Slralaf ' II, 44 %
TU(;J!.S J!.t(l-jlf;: r--~
' l.A !JORATORIU ,H A.f EJL-"!.NIH:A TAN AH
r f\1\UL T f\S l EI\1-JIK SIPIL [lf\N PEflf~I-JCNlAf\N IIIS11 Tl I r TCKNOLOGI ~;rPULUII NOI>[MH~H
I ACI•-·l,Al JENI<> r-C>'''-.08/\AN :ATTERBERG LIMIT Hl<l-'/ t~AMII :j2_QEDI W (3()73100561,)
CONlOH TANAH ::J.ULK 3-
I. t1~neni11Kan Bat;J~i C~or. (LI J.
r~omor· cawan. j 12 '9 22
seri.lt Cawar1 ( Wr l !gram) 41,b S'O,> 4€.W £>1 I {5
Berat caw an • t ana it basa11 ( c,Jr ~m) 6o E8r]' GJ.ZO fO, 4 sera t caw an • t<>natl ker·,ng (gr·arn) 91, • bl !'>9, ~ 62,8
t:adar "' ' J'?, lb 7L96 70' 004 &;>,09
JUml an PuKulan '"' 11 24 '9 ~b
2. HenentukarJ Bat~s Plast•s. (Pl)
Nomor caw an 21 ib
Berat caw an ( w 1 ) (gram) 42,8 .:0,/
Berat caw an • tanan ba5all (gramJ(W2) 4-S r1 '71, t
8Cr<lt caw an • 1 atldll l<er•rog (gr,1ml(W3) 44. b 72/b
Kadar "' ( P L) i 1-J, 18 t '26, ~2 7.
PL rota2 "' • 1-11 0'!' (.
Nomor caw an IO\Jam
Berat cawan lo<;Jam r w1 1 (gram)
B~rol cir rokso " VO[.nyo"YO[ cawon(W4J(orl
B~r-at caw an ' tanah basatr(W2) (gram)
Berat caw an ' tMnal> Ker 1 ng(W3)(gram)
Beret air raksa yg Y\J!.nyO>YO[. tanoh kerin~ rw 5J
Kader
w A T r " c 0
" T E CJ r
(<J:o)
air (SL)
LL= 71 %·
P L = n,o;%
PI =4'?,9$"%
S L = 13,5.4 o/,
%
tJU OF BLOWS ( t.J)
z ~
1g,z K7
24?,7 .?40,b
42,, 4L0
3L 2. '<\6
11f,j !I? ,g
12,qo IA,t7
Slrato2- • 1.3,5 4 -
1.ABORATORIUiH ,HEKANIKA TAiVAH rfii<UL Tf'l<; 1 EKNIK SIPIL lli\N PEREI~Gf:H./IV\N INS'IITlJr TEKNOLOGI srPUUJII NOPEMUEf!
>.~~-"'JS n '; "PU "" SUI<t'I.~.U 1ELP. ~.%e?O ~UM~e.YO. "11111
I AC~<.'l.,Al ,1£ N I'=> r~t l<l 081\1\N Nld'/ 1·11\H/\
CONlOH TANAH
1. 11enentukan O~ta:; Ca<r. (1.1 1.
1-lomor· Caw an. " Berat Caw an ( w 1 ) (gram) .,<o Bera t caw an ' t.3nah basall (gram) "'"" Be rat caw an ' tvnan 1\er•ns [gr·am)
""· 2 Kadar air •• Sb.$4
Jum 1 ah Puku Tan I " I 16
2 H'enentukan Bat<Js Plnstos (PLJ . .. Nomor caw an
Berat cnwan ( w,) (gram)
Berat caw an ' t anMl bas all (gramJ[Wil
Be rat Cilwan ' tanal1 ker 'ng (gram)(W3)
Kadar '" ( Pl) ' .
1B
"'"''0 ""· 2
'i"~,g
~.'2?.
""'
~3
""·"" 4;§.., 10
q:; ' '2.
1-9AI
PL rato:t "' •
;21 H
""·"' 4«,90
'0 &?,3
&2.z ""· 4 1S 7<>,<2.<[
"7 99
C25
""·~ 4:~.90
4:?-,!'-
${),.)?
'30.09 %
"· Mencrltu~<;an s;~ta" svSut. (SLJ.
Nomor caw an logam
Berat caw an loqam ( w,) (gr~m)
Bero' 01r rokso )19. vol.nyo ovol.cowon (W1) (<;Jr)
oerat c~wan • Be rat caw an • Bero\ o"1r rokso yg.
Kodo r air (S LJ
w A T r:
" c 0
" T E N r
L L~
p L~
PI '
SL=
$1 %
?o,.tlJ%
90,?!%
tG,7f o/o
tan at' ba>~ah(W2 J (grl.lm)
t.1na11 1\er' ng(W3)!gram)
vol. nyo = vo I. tcrnoh kering (W5J
;,;
tJU OF 13LOWS ( N)
1 4
1""',9 16~9 .
-;v.,s %9,8 43;'2 4(,-;.
"''' '"" 7
1 '2-'2- t9 116/4
16,S0 1G,..Gz.
SlrcJ\OZ " 16~7{ %
'
TIJGI.S 1.1(1-11 p
' ..
;
~) l.ABORATO RIU.\1 ,\If!:K/'.IVIK/1. TAN AU l fiCNII( SIPIL DIIN PERF:NCI\NIV\1~ f'f<.NOL CtGI StPUUJII NOPEM13EH
f 1\KUL I 1\S lliC.Tif!JT I
"~""~s ns.< ,n_, ttl! SU"C'!_IL<! 11'_L,-, 500U~~ S''R~~OV~ Eal1 I
IAN<_•<,AL ~•£ NIb i'E"fi'tf)8i\AN ' Nf<f~ I tli\Hi\
CONTCH TANAH '
ATTE£LBER BOEOI w (
T I Tf K " -
--------G LIMIT 3B73100561.!
' Hfnen lui< an flat <i\\ ca.r. ILl I .
Nomor Caw an. 0 •• "' '" eerat Caw an ( Wr J i<lr·amr 4'2-,!;CJ 42-, EO ~z,ZD 90,90
eerat <:'a wan • t anMl bas all (gram) GJ,. 70,0J- 17 18.8
eerat c,,wan • tan all l<er • n rgn•mr '"'·· t?8, 1- G;;,9 G6
Kadar "' 16,0) !31 ,cz 6'2.,);8
Jurn r ah Pukularl I " I 2{1 '14 ~
,, Nenentukan eat as Pla:>t<s I P L J •
Nomor caw an
"' 8
Bcrat cawan I Wr J (gram) 'i-0,8 1o
Berat caw an • tanah bas all (gramJ(W2) t;q,. tf3 "' 42,g
Berat caw an ' t ~<1!111 I< Pr· < n .(gram) rw3J 9-3-, 2 4?-/1.
Kadar w ( p l) ' 2f,OG 51, 82
PL rataa"' 29,-45 /.
,_.
~. HenentuKan Bat as su~ut. (SL).
Nomor caw an logam
Be rat caw an logam ( Wl) (gram)
Bero1 oir rckso YIJ.YOI.nyo~vol.cowon(W~)(IJr)
oerilt caw an • Bcrat caw an • Bero\ air rGkso yg_
Kadar "' (5 L)
w A T f:
" c 0 N T E N T
L L ~
p L ~
PI •
S L=
16)?%
29,4'>%
4iJD? %
17-r9i%
t arlilll ba:>all(W2) (gram)
tan all Ker • n g (W3)( gram)
vol. nyo ~ vo!. 1anoh i(erin\) (W5
J
tJ•J OF IJLOWS ( N)
" " 1B~ 2 1(,7
"47 24:<>r~
4?> 4'2,4
o:;.l,.b '.71t2.
Ho rt~:t 7
fj Htf32 I
Slrato~ • 12-,91 %
I I
,' ,(_'
_1_(.(_·
511,5mJ
L_ ""'I''''' <_.J
C:LJJ.' !,"t holn. t ... m-h.t+,,m,,n
<>,l'C' '? :_\
'-' • -'- (_)io_, ,, '
' 'I '
HYDROMETER ANALYSIS
Description of soil --------,-----------------Tittt:: .?
S<J(nplc No.----- Location -------,------------65 ;;z, bt!> Hydrometer type ______________ _
t'>ry weight of soil. w, --"":::.cGc'--- (g) Tcmpernurc oftcst, T 2!b/§ (."C)) __ _
1 meni~cus correction, F"' ---,-------- Zero corrcction •. F t -"'"-------
T ernpcnturo correction, FT ). Z7S ~
Percent Time Hydrometer frncr, L A 0 (min) rading, R R~ ,R <=J (rnm) _3'. X 100
"' .
50 (I) ,,, (3) (4) (5) (6) (7) (8)
0,90 4f •WZ?$ £'0$ 1" ••• D,D1'294; o~ o,;. 44
1 4( 4421£- '!£>,-;;.$ h "" Dr3tl4 . 2 '-fC}0 1;9, ?1~ 11), <;$ 4t;S 9JG 0; 2.7'1.
3 40 39' '17t; 7~' Sf.. 4< 9t1> 0 I OZ.ZG
4 .,_, . "~" 1J(;
77 ,s:;. ""·' .g~eo o, 0!%
9 'Jf!.s ?>1,75 ?t; I 9.; '39~' w ()10(4
'D ~7 3b, zr; 7Z t7s; '!fl 10,% t?, O!CJ --
2o ?f'> ?-S '*r 5;2.$ ?tier; ~1~ ~s """" o, C07!3
00 i!-5~7 '34,71!;: C:>Q/;:>; 3b1 S ro/,;o (')/ oC$2 -
1'0 34: { 7'7 '34;02.$ G0,'5 '!£.I 1$ (&,$'s;' 0 CO???
''ED -p:>-;'7 31, 77> <». "- ~~,7 10/ f?;CJ rYr ot>?CJ!
1440 ot 7'? 3-T, c%l:; 02,0, '::>'2/., "'-"' f)i {:010)
1.£'60 so, t; 211/ 77S: S9 I 9'7 'H.,s 11 1 l$ O,WC18
1SW 7j),S 20, 77> <:>7:97 '30/i 11/% Ci',«vG<f-1
TUGt.S t.l(t-lll< Lc'~'P' ,-.,,-, 1'l .1_3 ---------------------=~:______
• ' ' ' " ' •
'
'
Grav~l
' • "
'
'
"
' . ' ' ' '
• -•
5a<1d
' "' . "' U_t.
~;
" .
' ' ' ' ' . ' ' ' '
1: 'I " '
' ' ' ' ,,
,r ,, '
' :I
ii~! ,I
'I '· il '
• ' -' •
r- "'e',
f '"" Sill Clay
-T SIZe•
' " ' -, -
I ' '
' i#M-I li I I '
' I I
I
I I
!~ • -' •
• • '
D""''P"~" "' Sud
_r,,,.,l (CV ' -s • " rl '"'- ' - S' It C!' y BB '
1.,-tlJORATORIU,\l AIEKA;VlKA TAN All r AKUL T 1\S TEKNIK SIPIL Di\N PERENCANAAN II<STITliT TEKNOLOGI SFPULUII r•JOf>EMBEf<
T A~J<_;<;,AL JENIS ~FRCOBAAN NI<Pj 11AHA
TANAH TITIK
SPECIFIC GRAVITY
"' Prk.norneter p,
Ber11t PrKnomeler kO.<;Ortg 1[7' 1
Brt. i>lknomh·r • tanah kerinQ 1h7, 1
Br t, ptknonoeter ' tanah ' <Jir ~97-1
Temper,1tur. ' Koreks' "" Ber<ot P•knom~ter + air ..,,7
Temper~tur ' Korek"'i ( T1) "e Spec d: c Gra~; ty r G s 1 p<:ldll T1 :<.,b?9
Sp<?cifi~ Grov•tY (Gs) pado T0o2Cf'C :</ b'?o
G~ r~ 1;
r. 1'=>D, b
181' 9
tj10,!?
>!!
'>79
~" ::<..t:59f
Q./ !'t!G
' :;. /Gog
1.-'''''l'''·'<n ,_J ~~~~~-~~J-11 R:-----~------------ .. ·-
I AIJORATORIUA-! .\IEJCA"\"IKA TAiVAlf r AKUL T AS TEKNIK SIPIL DAM PERENCAtJAAN INSTITUT 1 E:KNOLOGI SFPUUJI! r.JOPEMBEH
I A~J<_;<OAL JENIS PE><COBAAN _TEST GRAVIMETR! NR?/ NAMA 80£01 W (3873100564)
TANAH TITIK ._____2__
SPECIFIC GRAVITY
" Pi k~ometer r. Pz
B~er~t p1lt!1Dmeter I<D$Ong 1~/b 11.6,9
Elrt . piknomt~r • t ~nah ker tnQ 17~ I 8 1&;>1 '2.
Br t. p,knometer • ti\nah • air 40?/4. '398. ~ Te-mreratur. ' Koreks' "-B 25 6erat p•knomet-er + air -;16.9 %~8 TemPer~ t ur ' ~oreks ·, (T.) "13 1-6 Specif'c 6ra~ity r Gs 1 pc.::k:l T1 2.t btf'; 2 1 r;,G
Specific Gravity (Gs) pede T0
• 2\f C Rr f7f)b :< rb'77
Gs ~:i-~ -;:;:/ 64J
! .,
TU (;1\S MCJ11 F1 --- "----------~ ---·
I'M >t_;t,AL ,,, "'
NIS i"ERCOBAAN Pj NAMA
TA NAH TITTK
'
' o. Pik11o~•eter
' ' '
l •IIJORATORIU,\1 ,H£K,·l..i\'IK/1 TAN AI:£ F AKUL T f\S TEKNIK SIPIL DAN PERENCANAAN INSTiflJT TD(NQLOGI SFPULlJII NOPEMBER
•. ~H~~~ Wi r.EeU!Hl 5U"(.'IJtU 1 ELe, 'l%D9o SUR~E'n~n 00!11
TEST GRAVIMETRI SOEDI W (3873!0055t.l
' 4
SPECIFIC GRAVITY
T emperatur. 1 Koreksr
' erat p1knometer +air
T
' pecitic Gravity 1GSlp<ldaT1
s peci!i~ Gravi•.y (Gs) pado T0=2ifC
lANC,GAL JEN IS PERCOBAAN
I /\l!()J<.,U'OR.lUkl A.fEK.-.I.NIKA TAN AI-l f f\I<UL T f\S TEI<rJIK ::11PIL !lf\N PEREI-JCf\Nf\f\N lllS'Tirtrr TEKNQLOGI srPULUII NOf>[MllEn
"~"""" n s ••rm"' 5\IK"ucu 1 .ce. 59609~ ""'me~Y~ ~UI ::
NRP / tJAMA ~~~~~~~~~~ TANAH TITil< 3
---
MODIFIED P~OCTOR TEST
Nu. ' ' ' " 0 c
hi I) • L'aw3n " I 14 ~I
8er,Jt. \~,'1\'l;'lrl (gram) 42.44 4zk144-'" "'"'" 8erat Caw an ' t .~nM> ((]rom) 16Z,G 103,fl' ICS,m 99 ·"
Berat caw an ' \,-.n,ltl f{('l Lfl(l '14.~ 9?,!0 fl5,p 8;7,4?
Kada'' a ' r· '/o 14.90 19.10 .?A.f1 ·31..64 Bera \ cetaKan ' t 3n.o11 ('i)rO.m) "''2 - "'"' «1:>7
Ber~t cetal<an I gram) 42(o A$) 4Z0 420 Berilt tanz,ll {gram) 1692 l;ll5 191S 1747
Bero I volume ker iniJ (~d) Qr/c~ \.!~0 1,!>51 <,f.10 1,.4Cb
.17
'
IANGGAL JENIS PERCDGAAN NRP/ ~1!\MA
TANAH TITIK
N•J,
h~o. <..~awa11
Serat. Cowan
Sera t Caw en< • \lerat ~~wan •
Kacrar' m
Be rat cetakan
Be rat cetak~n
Ber at tanal1
J.AlJORATORIUkl ,\fE](1·:uVIKA TANA/1 Ffii<UL.Tf\S TEI<I~II< SIPIL DfiN PERENCANAfll~ 111STIT\IT TEKNOLOnl S[PULUil NOPEMI}I'.fl
TEST PEMADATAN BOEDI W (3573100564)
4
MODIFIED P~OClOR TEST
' ' ' ' 7 " 20 u_
(gram) 422[7 "'·"' "" ~z
0
-'7 4-3,20
t ,lllZ>r> (~ram) G~,<J ,, G4 b/ 6£",4
1 '"' M' ,, e• ' "0:1 (;?.9 ""·' w C4 "'·' '/, 11% 1?,52 m,c4 " 3Zi)3
• 1 analo (~ram) ~g73 '""' 6131 "''" 50)6
(gram) 4t(o 42J' 4W ''"' 42€0
(gram) \712 1613 ~71 q;;g 17~
Beret volume kering I ~dl gr/cml I,Y<> 1,6?5 I,G!' 1 1,4%' 1,'-'0
'
'
l ANGGAL JEN IS PEilC08AAN NRP/ NAMA
TANAH TITIK
N"-
:" () - ca., an
tlernt. CawJn
Bera t Cuwan I
B~rcH r:.owan I
rad~r- ,,, Berat cetaka11
Be rat ~etal<;m
B er at I CHl<'lll
J.,·I!JORATOR!UA1 .UEK.i<.tVIJ(A TAtVAH r f\1\UL Tf\S "I EI<NII~ SIPIL D/\~1 PERf.'NCAI'-IAf\N IIJS11 rtJ I" TEI(NOI .oqr SrPUU!II NOr>EMUt'l(
"~''-"''" !l S r.Er" !1:\ SU"''U\,f\ 1 ElP, S%D~0 S~P.OTI~.Y~ f.IJ1'.'.
TEST PENAOt.TAN BOEDI W (3B7JJ00564)
MODIFIED P~OClOR TEST
' '· ' ' 2;; z> 17 G
(gram) 42.~ 4~-'1'0 4z.~ """'
' 13
42,30
'
t ,1rt0h ((,!rom) 67 ~9.6 (;4,J 6'-9 63,§
1 '"'~~· "" rng 64 " [;",'6 ""' 61,4 &S
"/, 1::3,% 17i27 20 2"3-§1~ 2>AI
' ta11a11 (9rom)
""' W!O ""'" <c0 -· ( g rom) 4= 4'70 4uo 4Zf0 4UO (gram) 167-'i '"" '""" "'"' 176::-,b
Bnct volume ker in<;) I ~d I gr/cm' ,,,.., '·"" '·"" j,t;;>G 1A~7
.1dmp"ru.n ,.; --------------------
-,' (_) /
;:· ' •) 7
,, '·'=·"
.rum l ,,r, ·/<J. ,;'"'"'' .,1_,,, l;oblh t'c=so-r·
,,
p.,,.,,,,,, (:C) Y" '"""'"" atcru let·ih b•=•o-er-
_I_ Ci/1 :=. _I c•o 1. ~- J oo 1.
13/1~ '' lll(l % 1_10,7 %
100 % ~ '30,0 /,
'l/1":, J\><) ;:. c",n,o ·x.
6/l ,, !00 !.
5/.1.5
1/1~ ~ 1<:1<_1 I·· 6,/ ·~
'"""''"' ""~" ""' "" "" •c .. u• - 1 r • LABORATORIUM' MEKANIKA rANAH
.. .,,., '' '· """"' '"'"'"" '""' or• ""-"""
CBR plU)JECT
LOCATION
POINT No.
DATE
TOM7 .Al<l-il2. ),..,A>::A~ .;.;..u m
Do•c<ipt!on of soil : T f<Y..\-1 l.:l':'J4P\il{,
wr.or,,,, • .,,,, I od rz 977 Wt.olmold hd
wr.or '"' '"'"''' lod ' wut;,,.,;r I rd • Orr '""''
1•\0el • SooOod/U"'ookoO ' Swolliog %
I <>I
j;z: '
i:a:! I I I
II'=*: ..
SooOtOIUoso•••d a,,,,. A It"
Wr,ol,.il~"' I" I Wt-ol ""'"'l+nolo•l
1'/Lo! '" I'' I
W!.ol "'"" I'' I 1'11-'>l!lryw•l I'' I w.,.,.,.,,.,, '"
'" " "·' '"
IAL 3000
, tOO ~ 1.60 %
0 ~-· .2Q___' '"" -,;oo 1.% %
O.•" o100- % Bottom
>000
"' I o100 % HOO
TEST
401
Lam.pt:ra.n A - n
" %
I
,.,,,,,; .. {<01
fA•UnU "'"" ""' OU ""'"<A'AU - l T' LADCIAATOR/UM MEKANII<A TANAH
..... ..,. '"·"""""'"'""" '""' .. ,. ""'·""'" CBR
PROJECT
LOCATION
: it.IGASA1<1-lii2.
t...iKAf'-5hUTP-I
DATE
Doseriplion Of soil
Wt.'ohoH ~,.,,,; I"\ I 1:1. '?~ 2. Wt.olmol4 I "l Wt.ol ,.H iomol<! I ''I Wt.oiO<rooH I ''I
D<y ''""'Y I ••leo I s,.kod/Uo>Ookod
S"oTiio~ %
~I ::.o" " ' I'",,, ' ' [ill_ '
' I
~ ~~ §:~: .· . ~K'i ~
'~ I ""'" An.,
fili. ' "
' ' '
' 0
•
" ilbl
TEST
m
~
""' ~
.,
Lam.ptran A
Mu.d<Y"""'' ,,
~
~ ~
·~
= * ' "" "' 0.\"' " <100 ~ t7:1 % JOOO ... A,,oo-"
. 1,4z • 000 %
"' 0.! .• """- %
~ Bo!!om ' 0000
h o.:· >tM- % ••co
' ,, .. "
''"''"'"" lio J
%
~
" "
f
fUUtTAI !AM .. ""' ou """ ""' AO - I l < LADORATORIUM MEKANIKA TANAH .... ·~· '' .. "'"'" """"'"" '"" .... ""-""'"
C 8 R TEST
: -rOGA-> A!<'f-112.
Lrunptran. A
LOCJ!.TION : LAI<AI'-411J-IT\2J Mn.dry ''"""
POINT No.
DATE
Dooonption of ;oil : 1/-NA<+ ~f<1f'U/J:;
Wt.•h••'~'"'" lo•l 1:2'?73 W!.olmold 1••1 I Wt.of>o•l inmold !o•l
o,, "'"''' Sool.od/U••oo>od
Sw•lliog
'"
%
'"'"
' • •
''"'"'1ioo lin)
-23
·~•utru Tt""" ""' "'" ">t"'"u" - '' s LADORATORIUM MEKANIKA TANAH
""'"' tT S. "'"TI" SUKOUtc '"" OAYA ffiP-"00" Lampira~ A 24
--~~--~~------~----CBR
PROJ!;:CT
LOC!lT!ON
POINT No.
D!lTE
Do•oript>on cfsoil
Wt.o!mo>d
l'l't ol '''' io rMid
Wt.o! dry sorl
Dry dons•tY
"".
' ' ' ,. ,. ' '
' '
lod
I ''I
I "I
I hI
1••/e.c)
%
Bolon
" ' 1%1
"" ,.,
,, f·-·_·+~'~"~''--"-·_·_·_2:/77. __ "'-<
w:, • •oo"' ''""
%
jo.o"" JOOO " 00 - % Bonom ~-!-'"'"--:::::: _____ :::~
0.2-<500 " 00 ·- %
' 0
• •
TEST
Opt. Moimn Co"toot : 1S %
' ""'"'"" On)
"'UllU "'"'' SIPil , .. P!R<• CO .... - I I S
LASCtRATORIUM MEKANIKA TANAH (iJ ----------------------c:C:c:---::::::--------·------_:':"'"'_:_:':r:a:n:_:A:_ _____ ·'S
CBR TEST
.... ru; "'·"'"""'"'""'~ '" .... ,. '''"·'""''
PRO.JEC"l"
LOCil.'l"JON
POINT No.
DATE
""J"()b:<S "'',,ft({2. . tJ,;tARG.\1\-WI
-Wt.ol•••l + ~,,. 1••1_.~ 1 'l. %>} Wtolmold I ,, I I W!.ol '''' lomold I '' I I
WLDI ;,, .oil I" I I Drr "'"'"'
I ~'kdi
So>kod/llo.ookod
Swollio~ %
~: I
I
s"'''I"""'''' ! g,,.,. Wt.ol,.d+un I" I I Wt-OI !lry,.il•<>•lo•l
W1-•l '" I I' I
w •.•• """ h•l
w,~''"''"' If' I
W•"""'""' 1%1
' '" OJ'" ~~O nOO-
'" o_,-· ~ •• oo-oSOO
Q_, •.
Bono"' JOOO
>100 ~
,,. •sao "00 ~
~I"'
I
Z,OJ
2,2>3
%
%
%
%
,. %
·.~·. ' ' ' ;
3' ~
:!
:£
I I
I I Ponomtion lin)
PROJF:CT
LOCATION
POINT No.
DATE
!UUiUI "'""<!rot ••• PfOE"CMHO - 1! < lABORATOR/UM ME.KAN!KA TA/'IAH
UMrO• 1 T S. <tP"T1H SUOO!ILO ;00. 0 ... 'E"·"""
CBR TCGAt" ,..l,!q..[if<.
LAKA I"~ J1 t-<Tl2-!
TEST
D•>cripcion of >o•l
' ' " ' ' •
~· " ' ' •
I s •• .,. " ~ ' ,, '
' ' ' ' ' ' ' ,, -*.i '
'"
Botlom
Lampi ran A - 26
'·' ''"'
.
•
f&<Ul!U "'"" Sl'<l O&N PU<>o.•u• - 11 S
t.ABOI'IATORIUM Mt::KANIKA TANAH ,._,.""' "'·'"""""'""'" '"""" m•·'"'"
PROJECT
LOCATION
POINT No.
DATE
W1.of 10il ~MOld
W<.ofmold
Wt.ol••iliomold
Wt.of~'T"d
Coy ''""'Y
So>kod/Un>ookoO
Swolhn~
;
1•<1 1:20> 78
I "l
I '' I
I " I
l<•ic< I
%
~ ··,,. ' ;~:; I I ;~b·;l '
I 'F
I
t:ilii: ~
g,,,,. AI'"
' " ' • ' ' ·~ •
~ '"I " " ,, .. 7c ;z, 73-
~000 """ .. '" 0.?""
~j 7 <500 . '"" ~ ::<,.60
I, . JOOQ ,00 ~
Bottom
0.2" •500 """ 2
CBR TEST
' ~ ' •
' lib)
~· f
~"
%
%
%
%
'
- "
%
'!" =1=1 m
'' " " '' ''"'"";" li•l
fUUlfAI m•o<mOl UO PI""<'"''"- tf< L.ABORATORJUM ME/{A/'1/KA TANAfl
....... If<."'""' SUKOlllO '"" 0 OYA ml'.mO" .. c=pcran ' -------~~--------~---
PROJECT
LOCATION
POINT No.
DATE
D•ooription Of •o•l
Wt.ol 10.! • "old
W!.olmoiJ
Wt.ol>oil "moiO
Wt.old•Y"''
c .. ''""' SookoO/Uo""'''
Swot!;ng
I '')
I "I
I" I
I,, I I l••k.:il
CBR Ti.XOAS ,Ai-<Hcl12-
l.AKA12-9-·nTR.I
12 MJ.o
'
lib)
·~ I
' " I ""'"
'"
Ho11om
'"" o_, .. ,q~ ''""~ :<,S?
O.•"
0,,-'100-:>Oo o
<500
%
%
TEST
Mn.d1y ''""''
+-
.;;j§.
• '·' " •• ""''""" P•l
28
"'"" .. n••" ""' ou "'"'"c••••• - '': lADtmATORIUM MEKANIKA TANAII
....... '' :_ •!'""' '"""'"" '"'.' ... "''-""" Lam.piran A - 28
CBR TEST PROJE.:c:r T,_ ,AK"H It!
LOCATION l.A\<A~ ~N'1:1<.\ M".ll'l """"' . 1'/" POINT "'· • Oot. Mo""" Con too• • ~ %
DA'I"E
Dosoriptlon ~r .oil """"" CEMIV"G ·-' ., ,,
Wuf,,,.,,,, I 12 5B1 -It• I W1.olmold I o•l I
.
W!.oi"H io~><lll I " I I ' Wut;,,,, I " I I 0
o., ''""" I """ tl ' SooOod/U"''''"' ' Sw•lloo~ % -
1101 ' -
~ ' ;
~ ' ' ' ' ' " . .,
' ~ ' ""' I* ' ' -
@: '"" s"''''"""''' ' I "'"' .~
' " ' = l$1 ' ' ' ~ ' I ' ; '"' ~ '
'" 0
' "" = ~ " ·I ~ooo 1\00~ ;;o_,f37 %
"' of' .11Z..,,oo-4500 :2,e:z. %
"' " .. ••• %
Bono" )000
o_,-''"" ""0- %
• ••• " 0.0 " "
•uuuAJ H•~"'"'' ou ''''"co•u•- 111 LAUORATORIUM MEKANIKA TANAH
UM.Ui "'-<HUT!. 'U<OlllO SU .. OAY. T!lJ'.mOO<
PI\OJE:Cl"
LOCAl"lON
POINT No,
DATE
Dosoription of soil
Wl.oloo•l+.,ol• I ''I Wulmo!O (''I
W<.of '"' in mold I o• I
Wl.i>f ''' •••I I" I
o., ''"'"' , .. , .. ) Sool.>d /U"'' k•d
Sw•llin9 %
" " 01 .. _'jJ____ <100 ~ ,., 0000-
"· , .. 142 """ ~ ''""
0.1" J000"00 ~ Botoo"'
o,2" ---,oo~ 4000
CBR
' 0
0
3-, 2.? %
·cdG %
%
%
TEST
LrrmpCran A
M•>.dl! '"'"'
Oot.Moi""" c'"''"'
••"'"'"'" {in)
~'
- 30
fliUlf.S """" ""' ,.. P! .. OCAK••• - ITS
LAUO"RATOR/UM MEKANIKA TANAH ....... '"-' .. """'"'"'"" ........ "'"·""" Lampiran A - 31
C 8 R TEST
l'RO.JECT ' '""~ ~ ~ ' '
' ~ ' ' Wl.ohoil ~.,,,; I "l tZ8B2 Wt.olmold I "I Wt.ol nil io mol~ I "I Wt...ol ;,, soil I •<I Crf ~onsi1j l••hl
~§ "' '
*I ' 0 m 0
s •• ~.o1u""''' 0
Swolllng %
{101 I g ""'
Sootod/Un."''' Bolo" ' ' ~ ' ' =
'' ,, ' ' . ~· m '· ' ' ' '
• ' '-- ' ' "'' " ' ' ' '
'" 0
0 \ .• oo 4,00 3000 '100 ~ % ,,
0,0 "io '100 ~ 3,78
"'~ <000 %
0.,·- ""0 ~ % Bottom
JOOO
0.2- """- % ±;', <000
' '·' " Pon•U•tion I io)
ruuuu """~~"I'll ••• •eot"''"'u • 1" LADOAATOIUUM ME.KANIKA TANAH
UOI,UIIl,.O!PUTI">IJ'OlllO >u•AUU mr ... OIIO<
-----------------------cccccc---ccc=oc---------------'--'""_:P __ '_'_a_n ___ A ________ 33 C B R TEST
PROJECT
LOCATION
POINT No.
DATE
DoooriptioZ> of ooil
Wt.ol ooil +mold lo• I WI. of mol~ I I< I
Wt.OIIOII in mold I•• I Wt.oldryooil 1•<1 o., ...... , I ''lee I
s .. o.o;u"'""'' s .. olnng %
1Zf!g.Q
I I I 1
'" " or '"' !i, {0 TaW •>00 ~ ... 0.~·
• :41!> 4;Jg -----1100 ~ • 000
o.··· JOoO" "00 " Botum
,,----- »00 ~ ••••
M"-''Y O•noitl
Oot. Moinu" Coo ton<
' • • '
(10)
%
%
%
%
.
f'ROJECT
LOCAT!0/'1
POINT "'· DATE
!AOU\TU """'""' OU PI"""'""•- ITS LABORAT'ORIUM MEKANJKA TANAH
....... I IS."'""' SU.OlllO ,., ...... r!I,F.mO ..
CBR TEST
""" AKH-1"'--
' I.-A~ o:AN T -RJ
'
o~~•ripUo<o of sell ' 1-Af-IA!-r u;0NI{;
Wt.ol ooll +mol~ I or! '\2.B7? w •.• r .. old lool E:EE Wl.otsoil iomold I" I ' Wl.ofd•y,.il lo• I ,
o .. '""'' I ••loe I , Sookod{Uo"'''' • Swolli•! %
jib)
~ 4CO '
. ""' ' I :··~ I I ~~ .. JU '
~ ""' ~ I* i
Lampira.n. A ·34
M"-''' don<By ' .. ,, o.,_ M•'''"" c •• ,,, ' '" %
~
:t 1m
* m .
= f:l
~ ;' '§'
n Suud/Uo•••••• s,,,,.
:E AI"'
Wuhoil+eu {I <I
~ Wl.ol ll'l'>•ol•u•h•\ t1! WUI eon I o•J
'"'~ W>.ol "'"" lod w, .of dry ''"' {I 'I
w ... , ""'""' "' '
~ ~· " 0 =§j
0,1'" 11e_ '100 ~ 5,G( ooao % e ,, -0. 1 . '"'' '100 - "·"il <>00 %
"'\¥ ,_, .. JO~O "
00 % Bouom
"" -"oo~ % ";\' ";\' cr.= ••oo
' '
IUUl!'l "'"'" '"" DA• ""'"""''" - I I' lABORATORJUM Ml!KAN/KA TANAH
.... ~UIITI.O!PUmsuKDlltD IU .. IAY' ll\/'.11"9<
CBR PROJECT
LOCATION
POINT No
DA'l"E
·nxoAc A""-1-HR 1.-,l.bi.R~N TRI
Doscription of >Oil
W1.01toil+o"ld lo<l W1.olmol0 It• I W!.ol>ool i•mold I ''I Wl.~ldrr•••l It• I
O'Y do•"IY l•l!od ""ho;u,,,,,, Swollioq
' 'ili ' ' ' ' '
%
Bolo<•
C H H
,_, .. I~~~ "oo~ '" I, , 2Ct4,,00 ~
<SOD
0.1"' ToO'O "'' ~
Bo"'"' ,,----.,oo~ . '"'
6,;2 %
>,% %
%
%
' • • ;
(Jb)
TEST
Lam.p-1_-ra.n A
M.,,;,, "'"""
Oot. Moioto10 Con to"' '
---------------------
l_,:m q ~ tu d 1.r1 "' l C: 1°<.1<: f< S ( t'"'L'k suc;ut).
ccrac:vc; (r-Pte\1 """mMlJc"1nrJ), n•t nlf 1RI'51), "lhr-lnkar;e CTc>d"
Snc•v,ncJ (c,,_l''1gfur), c·,-owl_s, '·'Vl•llinc·l.
'-'J'~1PdVC'] ( ]C'ITibt,,])'
)c:w l'1,QI\
( ret,·•)
-------------------------
~----------- --
- ---
l·,,,_!,c;Je,,
uph~.eveJ ( li<IJ,_•J"01) I;'C","J'o rir:•pr "'''''·'-"''' (L>ilC)ltU1_j~C10tJ, <:t-dck·s.
T\J(;IIS 111<1-ll F L2mpi ;-2n B
------------------------
U:onql tudi0~ l cr3c< 5 ( ~et3f "u5ut).
"'cac'·s (,-,,taf ,,,p,ncmj,.nsJI, ,.,,,•:c-'c·t;uJJ
•·etle'"'!, shl-.i.llk"'-<;J'" "~'"'"-''"-'' (ret31<
'lnovJng (S'-''l-::JI·'-'1")
u·a.c:Vs, ra.v•d llnc;, (jemblll I,
Gr C\dt> d<'pr-"'"'''•Hm<. 1'-'iveliinq (iJC"l~-'1'"''"-'''
\Z<mhlf:•n), u1.oi\<Ci.\\'Co•l
bu 'b , .. , ., / ""''-"""' t) •
( llln,,r")) ., q<"<HI'' cl' I"'C"•'··''·"'' lc-nq_, .,,_,_j_,_r,al c:~·-achs.
,I\DVJil~l,
'
~·nth·~' l e>s. ,-,hov l,-,,, . F?d<;e c:riic:ko,/"'Jg"' (r->"t&k f'H1f!Qlr). gc-"d"' depress Jon«.
her·ba~kC\Il ji!.(o>n l.c\1(8.rsc.~ntlci sedar1g pa.da sac".t peng,ematan d.l 10\rangco.n.
fUUliU Tl~""'"" oU PI""<•••••- IT> LATIORAT'ORIUA' MEKANIKA TANAH
..... ,, IT;,Ofp"ll"'"'~lll~ <UUIUA UU'.""" • ----------------------C:C:c:c-~:::::---------------:'~"::"cP:'~r::"""'_':_ __ _: __ ' ' C B R TEST
Wt.'ofsod +mold lo<l 12;7B Wt.ofn,td I"' """ Wt,ol >•"<~ '1n mold I t'i
' Wl.ofd<t>••l I ''I • Orr "'"'" I "-'• I • sooOod/Un.,okod ;
Swolling %
' " " OJ"" ""' 4,60 3'000 ''co~ % ,, 0.2" .204 X100 ~ "'"' % •500
0.1" ToQ0"00. % Bottom
O[ -••oo~ <SOO
%
'""''""'' ttn)