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TUGAS AKHIR

PERENCANAAN PERBAIKAN JALAN PADA TANAH SWELLING (SWELLING SOIL)

Dl LAKARSANTRI, SURABAYA

Disusun oleh :

BO(~i U'inarfo

3813100564

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L-· 190?,

BIDANG STUOI PERHUBUNGAN

JURUSAN TEKNIK SIPIL

FAKULTAS TEKNIK SIPIL DAN PERENCANAAN

INSTITUT TEKNOLOGI SEPULUH NOPEMBER

SURABAYA

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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\,·;, ·r ll ,I U AN •••• •••••••• .•• • . ••••• 6

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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2 . C• . 1'11' "IClDIC fl 11i3!·1 I':J UNTU K M•ORE~IC!-\Nf\1-' A~l

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-- ~i.i ·-

-------------------- --

BAB III : METODOLOGI PENYELIDIKAN PENGARUH KEM

BANG SUSUT T ANAH

3.1- PENGUMPULAN DATA DI LAPANGAN

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

5.1. MENUTUP (COVERING) PERMUKAAN TANAH

DENGAN LAPISAN KEDAP AIH ......••.

5.2. KENJAGA KADAR AIR TANAH SELALIJ

BASAH SEPANJANG TAHUN

5.3. ANALISIS PERHITUNGAN KEDALAMAN

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

DAFT AR T ABEL

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\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

' ' . - ' " " ' " " " '

~ ' ' '

' ' ' ' 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 / ' :_; '-,

' /_ :".;

I " --, ':

,_ -"' ,,

;_, --·-"

I " '' fi ;

IH ---------~~~~~~~~~~---

Lus ____ _

1. 75,

GRAflli MOU!f!EO PFGCTOR TEST '!!IlK 4

---------c-~

---,---·---~ ---.-25 J·~

TUGI.S 111<1-11 R -----------·-------------

up\'''''-''" "·'''' r•c; -,, _._olr-,,, t_, ! __ ,_I· :char-.

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

(We e>pt) --'>

LL f' I I'' 1 r-·' PL :Jj_

19 _. 10 60 'l. -~:s ' ' ',i :-;:

( I. I ' ' ~_L 5 :< 1::' ' :~4 '"

' ' 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

,, 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

' ' ' < 9al----· ' < I • ' I

' ""I • • I ' ::r--• --~

' I I < ' I ' ~1 ' < ' I < ,.j 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 ',

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•

_,_: 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 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:

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)

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

I u 7 .5~ ' :

" ' ' " '

' 'I 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

~ 7 .5j

' ' . ' ' " 51 ., ' ' ! " ' _, I

SWELLmG TEST THI~ !I"

" ' 1.55g (DRY SJD~) I Yd = 1.62B (\lo Qptl

" ' 1.526 <WEf SiDEl

Gambar 4.8. Nialai swelling test pada titik 5

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 •

1 , ,',IY'.I \/ '•

\ ) ~\

-' '·' /

<1--·',-,

C<l' cth,

l"U(;I>.S I>.U-a F

9.,8'/U z

Clli\I"HICidp t '1'\l_l'j'

ii"\·~C\,, '_lj _)•o\ j &Cl

l~•lu ],r-,l_o,s

TU(;I.S 1-t:.:I-IIF

,_,,., ""'

u,, tuV rn<mH1 luk ~"', Y'l.

lltofkelt "''~(_•ll.rrcr"

"r\1-lJir'!,>o:-"

$w'"'"O '"'""'"' ~ 70~

/ s~'"'"' ''"""'''' , 5<

Sw<<1•oo '"''"''"'- 1 5~

"''""' '''' ''"' rr.o,., "'"" 0 OCJ: "'»I

L-------------------~

"c 1 '-'/

tdl'1<ih

PENANGGULANGAN MASALAH KEMBANG-SUSUT TANAH

PADA JALAN LAKARSANTRI

--------------------flSlf."

fiJ.il'

""'""'-'" u h \

1- ,,.,-, -

t>c< ,,.-, ' ,_,o,u ' y ,,, " ' L• >' '' ""' p ,;ri , , r '<d; (I Cl "• c\1'

SL,S_\t '>''''''-' !- "" ' ll'll <_L•r- ' ,-.,d ' ' ,,,-,~nM --;d-"'"/

ter-j._,,ll, I ,,_. -

"''"" ' ' - -·" ' I l · .1>1• ' ' ' ""' ' ' ,- ,, ''"''- -- ,., ,_\ f i_,_\1'1,_\l'l.

i'"d'' .-.y" '

mu'---'- ' ' lC- j-,n,,t-, ''"-' l ,,

~'""'- -._,_,.-.,I I ',-, !

1!',.-~- I"~~,.,, __ , ~tl•l,,',-, ,.,,,_,,1· '""-""1'-'''--'"':1~ ,; •• ,, m,,.,,,,_npl\

,_, ) I"'''''"'-'-

'-""'''"h ,,e 1 ,, l ,_,

cl c\1" 1.

TUGIIS 111<1-il R

{ ket~~ n r .:..u ) ' ttl! !!H

( llk'mr mv~ Pt11<$~"J"-K) .. ,_, ... , '·· -~-

1 " ,\, '""''' \.L t l,l [:)

Geomcomb1· "'-"'-'

I). /"le,-,c;eunctl-'ctr'> L p.!.san (Jspa i.

~-<'>"ll-ldJ.an

sirtll

TU(;I.S l.l(t-i! R 1L\

t.e '""'"'" bu t

VC\I'lg d> ]C\IiLL)iC\Il adalah

pemi.Jatas

han.<s

['<Jn[_lC\liro\n rla.n JC•Co'miJu&n[jC\n ai.lr be1·jalan lcmca.r.

ptmq;;, I ir dn <J,,n pembucmc:Jcm air· ( r,,~j C\n), mal a

trorsebut dliJu.ot nnrinq dn>~""' :•_etirlg[J~e<n ter-teni...u. S<>hinggC\

TUGIIS 1.1<1-11 R

t~r· J adinva

sedemi~ian r-upa

mao;it·, dap<tt COEo'I\C\hcm ,,,,,- UlltUI' "''"suk ko,.' dalc'm tanah.

sc> lah sa Lu dat"i

tur·s•·>but

~mng gUll'"'"'

b"'l.- t '" j CL'1n

~r1f1l tr-<i'.S.l ( huJ om)

t.;.n«C, dc\s0r lc>l,'_•fl L"'karsc>nlrl ad.o!.L.:>h s<aiJaqcu l.lt"'~kut

Po;rr.;;sC\nQ~11 liuoowmt·r-~r·r d,•pc;t Oio;esuaik&f1 dc.t-,g.:\n !etc'"'

laban).

<ndUfll.\<1

"'"'"""]"''' r><;myedl,OC\1"\ l,>CHn y,-;mq icqf,3 ma[<,, pet~g<JI.<naan

l1ran j'"J•'< m"mll1l1 e<O".pr•k cd ClllOiois, mis<illnya cL\p2[

lnayd ''lltLLI 1-'"-'mb;o•b<IQdCI 'l'"<ll<!h.

Hlf()rtCod) tMlnlLCI,,t

f'.f•j/m, Eh~I-•JO<,;;r.,-1 .. .-,n

umb"r ICl I'Hlres (.1.986) .,dcdah

ha h«n terse but

.1.0 50

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t.onc'h Y'lrlll "fo,u) ".

b. ~len<:.,mpur twt"h d"'""'"'-'- denqwt tcm5h Y•'"'9 "haik".

dttentu~"n

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l<>hih J"-'l&s mconqcm&.l.

AS JALAN I

-+----'5~00 -----+ ---''"ooc_ __ ~ 100 ~oao 1

~~~~:-~~~· " ____ · .. ·_,_-'_'_-'_'_'_'l_'c''_'_'_-,'_'c''c':'_'_'_'_'':':':-:'':'_':'_' ,_,_· :':'':':'':':_':':-:_'_':':'_':'_'_-_:-_-___ 1 .. , .. "

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k ,.," tJ an <J ···t;u '"' t

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k :2,,40

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AS JALAN

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TU6AS 111<1-·U R F·•manqgul,.<nqan No"'''·ia.h i<'embong-Susu·t ••• -----------"-----------125

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rdn t~·..-•-,c.•hut u·,r,.or-apd.on mE·mPut'IYI·<> f•<qg:;l qd<'tdd, y,;utu tld-:11

h<"llY& ,-,uQ,'"Jc<c 1-e,npat ~""i!dlu'""J·iH1/f)engc<llr·.on ,.,,,-, h>t2pi dapat

Jugd menwut,,-;,;1, keil,t)u:.:. c•il'' l:c•l'i-">'but. >e>dalam tctr1dh.

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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

in!OI1(j>=t"-11Ul Sc;ro~'<'li '0C!]cl'JI1 ti1<i'l12 tlnqk,el: feru<Oi,1kNl j,,_jan t<=lcSC'-

()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".

Jco'"'·" I<O•rus.efc<n i''"b t:•c•r-1-<."r-o\~<lr> Ji\li>\n L.,i\ka.ro:-anln •.:J<b •. <g.l. da·

],om bet•'Cr"iep-e. f l ,;r,, tll "'"' f el"'-l'OotkC\1'\ Y•-'"9 b~\.;h dl l:.t'i'l'I:Uk,\11.

- 137 -

T0be.l 6.1. l>e\O'il ~-iC'''VC'V I<O•lU~c,i h·,rml.lf6«11'l Jal8.n

Jc•ll~S '- ~: e<-u se1 I. atl F,-,ktor· f'~•mJali E ' srclsaf "'-" I• ·~ncsaf.an ( ~lp I ( l~p) "' 0 l~p.f'p)

F'<J u-,o 1 '-"' L C> 6 70

f\,v.o1 l2ng ' ~~ ~

Long'- t\1-d1.n2l c.x~c.Y-lns l ,,

' ' ,, 0

f''>-Llh 1" d l •• \·.c;,-,; l en ' ~- ' -.~:o

" ' 1 Cl·:t lnr C r- LH: k lll '_I c

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c ' ,, 0

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l'k - i9t ,, . ·-'

H ASlFO:ASl :n.ON IS ~:EI~USA~AN F'AI<T!Jr~ PE~II:iAI... I

' " l''c:> t.l \D l ~·1'; ' R.,.ve.\ ' Hl Q -w e1e. UHU" .L ll C)

u " ' llg ,, -tt·w t:r· :!It: k HOg c

" IJ<~p,.-ec;5iun, upheavel • c:o•·rt.H)at~on, shovi11g.

" ]"'""'""""''""'"' o·cu:kinCJ

Longi tudinal cracking

' u " f) I oc k c,.-ackulg ' " Shrtr1luoq•., cr·acLl.llg

1''<-' ttlll<.J

l<,t.cll1.'l<J

1\/ - EdtJ<O <je ter icwa tlorl 0,2~

" f' lu5h Lng/E,c:e=ss asphalt

Ni lctJ CjC\bungc•n ~ Cd•d.Lsl (~ICJ I

~~·"J <.\.~ l'<r· + o,~·., l~n

= (>., ~.

~cc:>ndtsi Nil ~' l<.c>~;dis> Nll.H bo\be<ng;->n h'rmukacm K010d L ,,~

'"'~n''~t i:lcl Ll•' " - '" 2(> - oc ,, '' ' ' " - f:l ~;E) -· :}(!

f3·?dan(J ,, - ,, ~-\'-' - 75

,)<,d "'"· ' ' 7 ~j - '" Sumt)e,·

(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.

t2mbahan

h&5J.. l

hob,,) )"'"'"'-'''' t-w.h'·'l""'' diculqgap sepert.i.

"' DE'NGAN

~tu J LH)"\

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I enUutan

menq hi.. t'-'"IJ

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4<) %) •

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·\

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P<ip,J ' ' ' " ' ' .OG02 OQO~ .000"1 =' =' .0002 ,, .002 ,(!03 .o,n .i:-02 .on .00,

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" ~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

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,:~=-'

gandar·

J '·"" 1 i:\ I;

ya.itu

~us rJi la.kuf a.n per-h; tur>gcm awed

' . " •

-';;-'

~ s ., • " " " •

' • 0

• 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""

:-:> < 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)

CBR subbase ~ 45 Z

j 3 1 C\1'1

d ·'-

~· ~~ "

' ' ;,}

"' 0 " c ' ' ' "' 0 o, l.l.

lndeks

,,, 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

" ], '"'

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

Di.fetall'll SN b.e,;e -- SN; ~ 1,19 milk a

.• t , t '/

.;, ( AC:

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'

'-' ,-,-,u r

:_, ba)

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.,

- 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

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

" ' 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'

' ,-" c 0

" ' [,, 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

Kadar a,r ( P L l '

70· '0

,;; , I

,;;,~7

.::tz,;;o

t;:;"], z 4q,!?

PL rota::> "' "

43,W 42.,20

12.'20 79,9

61. 1 G4,z.

6?,24 71,%

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

Z3, \0%

"1~,00%

11, ~4 %

tJ•j tlr llLOWS ( tJ)

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

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)

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) ' .

"'"''0 ""· 2

'i"~,g

~.'2?.

""·"" 4;§.., 10

q:; ' '2.

PL rato:t "' •

""·"' 4«,90

'0 &?,3

&2.z ""· 4 1S 7<>,<2.<[

""·~ 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:

" T E N r

?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""',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

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

PI •

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

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 %

,' ,(_'

_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

' • "

' . ' ' ' '

• -•

' "' . "' U_t.

' ' ' ' ' . ' ' ' '

1: 'I " '

' ' ' ' ,,

,r ,, '

ii~! ,I

'I '· il '

• ' -' •

r- "'e',

f '"" Sill Clay

-T SIZe•

' " ' -, -

' i#M-I li 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,!?

~" ::<..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

SPECIFIC GRAVITY

T emperatur. 1 Koreksr

' erat p1knometer +air

' 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

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)

MODIFIED P~OClOR TEST

' ' ' ' 7 " 20 u_

(gram) 422[7 "'·"' "" ~z

-'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

:" () - 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.~ """'

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.

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 %

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

"' I o100 % HOO

Lam.pt:ra.n A - n

,.,,,,,; .. {<01

fA•UnU "'"" ""' OU ""'"<A'AU - l T' LADCIAATOR/UM MEKANII<A TANAH

..... ..,. '"·"""""'"'""" '""' .. ,. ""'·""'" CBR

PROJECT

LOCATION

: it.IGASA1<1-lii2.

t...iKAf'-5hUTP-I

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_ '

~ ~~ §:~: .· . ~K'i ~

'~ I ""'" An.,

fili. ' "

" ilbl

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

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.

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)

·~•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.

Do•oript>on cfsoil

Wt.o!mo>d

l'l't ol '''' io rMid

Wt.o! dry sorl

Dry dons•tY

' ' ' ,. ,. ' '

1••/e.c)

" ' 1%1

"" ,.,

,, f·-·_·+~'~"~''--"-·_·_·_2:/77. __ "'-<

w:, • •oo"' ''""

jo.o"" JOOO " 00 - % Bonom ~-!-'"'"--:::::: _____ :::~

0.2-<500 " 00 ·- %

• •

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.

""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~ %

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 Ponomtion lin)

PROJF:CT

LOCATION

POINT No.

!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-!

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.

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 '' I

l<•ic< I

~ ··,,. ' ;~:; I I ;~b·;l '

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)

'!" =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.

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 l••k.:il

CBR Ti.XOAS ,Ai-<Hcl12-

l.AKA12-9-·nTR.I

12 MJ.o

' " I ""'"

Ho11om

'"" o_, .. ,q~ ''""~ :<,S?

O.•"

0,,-'100-:>Oo o

Mn.d1y ''""''

.;;j§.

• '·' " •• ""''""" P•l

"'"" .. 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 ' ; '"' ~ '

' "" = ~ " ·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,

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

3-, 2.? %

·cdG %

LrrmpCran A

M•>.dl! '"'"'

Oot.Moi""" c'"''"'

••"'"'"'" {in)

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 \ .• oo 4,00 3000 '100 ~ % ,,

0,0 "io '100 ~ 3,78

"'~ <000 %

0.,·- ""0 ~ % Bottom

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.

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<

' • • '

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•! %

~ 4CO '

. ""' ' I :··~ I I ~~ .. JU '

~ ""' ~ I* i

Lampira.n. A ·34

M"-''' don<By ' .. ,, o.,_ M•'''"" c •• ,,, ' '" %

~ ;' '§'

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<•

,_, .. I~~~ "oo~ '" I, , 2Ct4,,00 ~

0.1"' ToO'O "'' ~

Bo"'"' ,,----.,oo~ . '"'

6,;2 %

' • • ;

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)

tugas akhir - repository.its.ac.idrepository.its.ac.id/69693/1/3873100564-undergraduate...

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