Post on 13-Apr-2018
7/26/2019 Basis Desain Road and Pavement
1/13
BASIC DESAIN
ROAD AND PAVEMENT
0 18-12-2015 Issued for Implementasion MCH AGN PGN
Rev Date Description By Chkd Apvd
Document No: PDST-COTE--C!-BD-"
!e"ision #
PT Per#sahaan $as Ne%ara &Persero' T(k
7/26/2019 Basis Desain Road and Pavement
2/13
DESAIN BASIS
ROAD AND PAVEMENT
PT PER)SA*AAN $AS NE$ARA &Persero' T(k+
No+ Dok : PDST-COTE--C!-BD-" Revisi: *a,+ :" dari ii
RE!ISION *ISTORICA S*EET
Rev+ Date Description o. Chan%es
0 02 No"em$er 2015 Issued for Implementation
7/26/2019 Basis Desain Road and Pavement
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No+ Dok : PDST-COTE--C!-BD-" Revisi: *a,+ :/ dari ii
"+
/+ DA0TAR ISI1+2+
3+ TABE O0 CONTENT4+5+
1 %u&uan 1
2 !uan' (in')up 1
* Definisi 1
+ !eferensi *
5 Desain ,ondisi *
Parameter Desain *
6+
1 .$&ecti"e 1
2 /cope 1
* Definition 1
+ !eference *
5 Desi'n Condition *
Desi'n Parameter *
7+
"+ ""+
"/+ "1+"2+ "3+
"4+ "5+
"6+ "7+
/+ /"+
//+ /1+
/2+ /3+
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DESAIN BASIS
ROAD AND PA!E8ENT
PT PER)SA*AAN $AS NE$ARA &Persero' T(k+
No+ Dok : PDST-COTE--C!-BD-" Revisi: B *a,+: " dari 6
26.
"+ T#9#an O(9ective/5+ Mem$eri)an acuan $a'i PGN dalam
medesain &alan dan per)erasan sein''a
men'asil)an suatu desain an' memenui
)aida te)nis $iaa dan )eselamatan
/6+ %o pro"ide a 'uidance for PGN to
desi'n road and pa"ement ten te desi'n can
fullfill te re3uirements in "ie4 of en'ineerin'
cost and safet/7+ 1+/+ R#an% in%k#p Scope
21 !uan' lin')up $asis desain ana menca)up
pada per)erasan &alan dan per)erasan di
area stasiun PGN
22 alan dan per)erasan an' didesain dalam
do)umen ini ana di$atasi pada lapisan
su$'rade su$ $ase $ase dan lapisan
permu)aan
2* enis per)erasan pada &alan a)ses utama
adala per)erasan )a)u
2+ enis per)erasan pada area 4al)4a adala
pa"in' $loc) dan area an' lain adala
lapisan permu)aan )eri)il
25 Persaratan lainna an' tida) diatur dalam
do)umen desain $asis ini arus men'acu
)epada do)umen pen'adaan 6bid document)
an' $erla)u
21%e scope of $asis desi'n is onl co"erin' for
road and pa"ement desi'n in station area of
PGN
22!oad and pa"ement desi'ned in tis
documents is scoped onl for su$'rade laer
su$ $ase laer $ase laer and surface laer
1"+
2*%pe of pa"ement for main access road is ri'id
pa"ement
2+Pa"ement tpe in 4al)4a area is pa"in' $loc)
and te oters area is 'ra"el surface laer
1/+
25Anoter re3uirement tat does not include in
tis $asic desi'n sall refer to applica$le $id
documents
11+12+ 13+
1+ De.inisi 1+ De.inition3.1. P$N adala P% Perusaaan Gas Ne'ara
6Persero7 %$).
1+"+ P$N is P% Perusaaan Gas Ne'ara
6Persero7 %$)1+/+ Dok#en Pen%adaan adala do)umen an'
disiap)an ole ,elompo)9un'siPanitia
Pen'adaan $eri)ut lampiranna se$a'ai
pedoman dalam proses pem$uatan dan
penampaian pena4aran ole peserta
pen'adaan
1+/+ Bid Doc#ent is a document prepared $
Group 9unction Procurement Committee and
its attacment as a 'uideline in te process of
creation and su$mission of tenders $
procurement participants
1+1+ Desain Basis
14+ ,etentuan-)etentuan dasar an' arus dipa)ai
dalam mem$uat desain
3.4. California Bearing Ratio (CBR)
15+ Per$andin'an antara $e$an perco$aan 6test
load7 den'an $e$an /tandar 6Standard Load7
1+1+ Basic Desi%n
24+:asic re3uirements tat sall $e used for
desi'n
1+2+ Ca,i.ornia Bearin% Ratio &CBR'
25+Comparasion $et4een test load and
standard load as a precenta'e C:! is used to
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DESAIN BASIS
ROAD AND PA!E8ENT
PT PER)SA*AAN $AS NE$ARA &Persero' T(k+
No+ Dok : PDST-COTE--C!-BD-" Revisi: B *a,+: / dari 6
dalam persentase C:! ini di'una)an untu)
menilai )e)uatan an' dipa)ai se$a'ai dasar
untu) penentuan te$al lapisan dari suatu
per)erasan
3.5. S!gra"e
16+ (apisan tana asli an' $erada palin' $a4a
pada suatu per)erasan
3.#. S!!a$e Cor$e
17+ (apisan di$a4a base course pada suatu
per)erasan (apisan ini di'una)an untu)
memper)uat pondasi per)erasan a'ar men'emat
pen''unaan material per)erasan
2+
1+5+ Base Co#rse
2"+ (apisan an' $erada di $a4a surface course
an' $er'una untu) menaan 'aa lintan' a)i$at
$e$an roda dan menerus)an $e$an )e lapisan
$a4ana
2/+
3.%. Srfa&e Cor$e
21+ (apisan per)erasan palin' atas lapisan ini
di'una)an untu) menaan $e$an roda mempunai
sta$ilitas tin''i dan )edap air untu) melindun'
lapisan $a4ana
22+
1+7+ 0aktor Ekiva,en Be(an
23+ /uatu fa)tor an' menun&u))an $esar suatu
sum$u )endaraan an' dapat merusa) suatu
per)erasan Di'una)an untu) men')on"ersi
¨a lalu lintas dalam satuan )endaraan )e
satuan $e$an sum$u dalam Equivalent Single
Axle Load 6;/A(7
e"aluate stren't 4ic is used as $asis of
determinin' te laer tic)ness of a pa"ement
26+
27+
3.5. S!gra"e
3+%e ori'inal soil laer tat are most $ottom of
a pa"ement
1+4+ S#((ase Co#rse
3"+%e laer $efore te $ase course on a
pa"ement tis laer is used to stren'ten te
foundation of pa"ement in order to reduce te
cost in te usa'e of pa"in' materials
3/+
1+5+ Base Co#rse
31+%e laer $elo4 surface course used for
supportin' sear force due to 4eel load and
trasfer it to $elo4 laers
32+
3.%. Srfa&e Cor$e
33+%e top laer of pa"ement tis laer is used
to support te 4eel load a"in' i' sta$ilit
and 4aterproof to protect te underlin' laers
34+
35+
1+7+ E;#iva,ent oad 0actor
36+A factor indicate a "alue of "eicle a
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DESAIN BASIS
ROAD AND PA!E8ENT
PT PER)SA*AAN $AS NE$ARA &Persero' T(k+
No+ Dok : PDST-COTE--C!-BD-" Revisi: B *a,+: 1 dari 6
document37+ 4+
2+ Re.erensi 2+ Re.erence4"+ Desain &alan dan per)erasan arus sesuai
den'an persaratan an' ditentu)an dalam
spesifi)asi ini dan persaratan an' $erla)u
dalam referensi ,ode dan /tandar edisi ter$aru
)ecuali &i)a disetu&ui lain ole PGN
4/+!oad and pa"ement desi'n sall $e in
accordance 4it te re3uirements specified
erein and te applica$le re3uirements of te
latest editions of te reference Codes and
/tandards unless oter4ise appro"ed $ PGN#3. ACI 318-10 #4. uilding Code
!equirement "or Structural
Concrete
43+ ACI *18-10 44+ :uildin' Code
!e3uirement for /tructural
Concrete#'. ACI 3#0! #%. $esign o" Slabs on
%rade
47+ ACI *0!-0 5+ Desi'n of /la$s on
Grade'1. ACI 3&'(3! '. %uide "or $esign o"
oundation and S*oulders
"or Concrete +avement
'3. ACI 3&'(3! 52+ Guide for Desi'n of
9oundation and /oulders
for Concrete Pa"ement'5. ACI3&'(,! '#. %uide "or Construction
o" Concrete +avements and
Concrete ases(
''. ACI3&'(,! 56+ Guide for Construction
of Concrete Pa"ements and
Concrete :ases'. AAS./ 1,,3 %*. %uide "or $esign o"
+avement Structures
6"+ AA/H%.
1==*
6/+ Guide for Desi'n of
Pa"ement /tructures%3. AAS./
%$+S
62+
%5. %uide "or $esign o"
+avement Structures
64+ AA/H%.
GDP/+
65+
66+ Guide for Desi'n of
Pa"ement /tructures
%. AS. A18' *. Steel 2ire abric "or
Concrete !ein"orcement
7"+ A/%M A185 7/+ /teel >ire 9a$ric for
Concrete !einforcement3. AS. C33 4. Seci"ication "or
Concrete Aggregates
73+ A/%M C** 74+ /pecification for
Concrete A''re'ates'. AS. C1'0 %. Seci"ication "or
+ortland Cement
77+ A/%M C150 "+ /pecification for
Portland Cement1*1. AS.
CC,
1*. Seci"ication "or
C*emical Admixtures "or
Concrete
"1+ A/%M
CC+=+
"2+ /pecification for
Cemical Admi
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DESAIN BASIS
ROAD AND PA!E8ENT
PT PER)SA*AAN $AS NE$ARA &Persero' T(k+
No+ Dok : PDST-COTE--C!-BD-" Revisi: B *a,+: 2 dari 6
5.
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DESAIN BASIS
ROAD AND PA!E8ENT
PT PER)SA*AAN $AS NE$ARA &Persero' T(k+
No+ Dok : PDST-COTE--C!-BD-" Revisi: B *a,+: 3 dari 6
minimal ?0B dan minimal C:! su$-$ase
course arus *0B
f alan arus di)lasifi)asi)an men&adi )ate'ori-
)ate'ori $eri)ut#
e+ :ase course C:! sall $e ?0B
minimum and su$$ase course C:!
sall $e *0B minimum
.+ !oad sall $e classified into te
follo4in' cate'ories#
"15+ Classifi
cation
"16+ !oad
4idt
"17+ erti
cal
"2+ Clea
rance
"2"+ /oulder
"2/+ >idt
6minimum7
"21+ Inside
"22+ %urnin
' !adius
"23+ Access
!oad"24+ 50m "25+ 50m "26+ 0m "27+ 8m
"3+"3"+ "3/+
12 Per)erasan :eton
121 ,ate'ori Pem$e$anan
"31+ Per)erasan $eton arus terdiri atas
$e$erapa tipe#
1 Per)erasan eav6 $ut6
"32+ Per)erasan *eav6 dut6 arus
didesain den'an men''una)an $e$an umum
ole H/-20-++ $e$an tru) atau HC-218- tru)
$ermuatan crane
2 Per)erasan Lig*t $ut6
"33+ Per)erasan lig*t dut6 arus
diapli)asi)an dimana lalu lintas )endaraan
sedi)it atau )endaraan rin'an se$a'aimana
diper)ira)an :e$an )endaraan rin'an arus5 ton atau )uran'
* Per)erasan :eton den'an lapisan
Anti Asam
"34+ Area per)erasan $eton dimana
)emun')inan cairan )imia tertumpa)an
arus diantisipasi selama operasi dan dilapisi
ole material lapisan anti asam
"35+
122 Gra"el Pa"ement
"36+ Gra"el Pa"ement di 'una)an untu)
area $au &alan dan area lain
12 Concrete Pa"ement
121 (oadin' cate'or
"42+ Concrete pa"ement sall consist of
te follo4in' tpes#
1 Hea" Dut Pa"ement
"43+ Hea" dut pa"ement sall $e
desi'ned for 'eneral load $ a H/-20-++ truc)
loadin' or a HC-218- truc) mounted crane
"44+
2 (i't Dut Pa"ement
"45+ (i't dut Pa"ement sall $e applied
4ere onl ero "eicular traffic or li't
"eicle es e
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DESAIN BASIS
ROAD AND PA!E8ENT
PT PER)SA*AAN $AS NE$ARA &Persero' T(k+
No+ Dok : PDST-COTE--C!-BD-" Revisi: B *a,+: 4 dari 6
"37+ Per)erasan 'ra"el terdiri atas#
1 Sur"ace course den'an te$al
100mm dan )eri)il $erdiameter tida)
le$i dari *?5mm dan minimal
10mm
2 /u$'rade course an' dipadat)an
sampai =5B ma
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DESAIN BASIS
ROAD AND PA!E8ENT
PT PER)SA*AAN $AS NE$ARA &Persero' T(k+
No+ Dok : PDST-COTE--C!-BD-" Revisi: B *a,+: 5 dari 6
area par)ir arus dialir)an pada saluran
ter$u)a atau catc* basins
2 alan
"4"+ Aliran air pada &alan arus
di)umpul)an )e ditc ter$u)a lo)asi tertentu
atau tiap sisi pada tiap &alan
1+ C#,vert
"4/+ Cul"ert arus dipasan' untu)
menedia)an drainase menurut lo)asi
"41+
side of all roads
1+ C#,vert
"56+ Cul"ert sall $e installed to pro"ide
draina'e accordin' to locations
4+/+)#r Rencana
"57+ @mur rencana per)erasan &alan
ditetap)an minimum 20 taun
4+/+ Desi%n i.e Tie
"6+ Desi'n life time for road and
pa"ement are defined 20 ears minimum4+1+Estiasi Tra..ic oad Data
"6"+ Pertum$uan lalu lintas ditetap)an
se$esar 2B selama masa )onstru)si 61 taun7
dan *B selama umur rencana 620 taun7
Pertum$uan lalu lintas diran')um dalam %a$le 1
.ra""ic Load $ata
4+2+a,# intas *arian Rata-rata &*R'
"6/+ i)a tida) ditentu)an dalam do)umen
%ender ma)a minimal (H! adala se$a'aimana
dise$ut)an dalam %a$el 1
4+1+Estiated Tra..ic oad Data
"61+ %raffic load 'ro4t is defined 2B
durin' construction 61-ear period7 and *B at
te end of desi'n perid 620 ears7 %raffic
'ro4t are compiled at %a$le 1 %raffic (oad
Data
"62+
4+2+Avera%e Dai,y Tra..ic
"63+ If it not stated in $id document
minimum of a"era'e dail traffic sall refer to
%a$le 1 oter4ise stated in $id document"64+ Ta(,e "+ Tra..ic oad Data
"65+ !ehic,es Type"66+ Avera%e Dai,y
Tra..ic
"67+ (i't "eicles less tan 5tonnes
"7+ 50"eiclesda
"7"+ %ruc) (oadin' H20-++ 6182tonnes7
"7/+ 15"eiclesda
"71+ %ruc) (oadin' H/20-++ 6+2tonnes7
"72+ 10"eiclesda
"73+ %ruc) (oadin' HC 218 & 680
tonnes7
"74+ 1 "eiclesda
"75+"76+ "77+/+ (H! untu) &alan a)ses di luar area /2+ (H! for access road outside of
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DESAIN BASIS
ROAD AND PA!E8ENT
PT PER)SA*AAN $AS NE$ARA &Persero' T(k+
No+ Dok : PDST-COTE--C!-BD-" Revisi: B *a,+: 6 dari 6
station arus dianalisa ulan' sesuai )e$utuan
dalam desain
/"+
4+3+Spesi.ikasi 8ateria, Perkerasan
//+ ,uat te)an $eton arus meru&u)
pada /%M :eton dan :a&a
/1+ Material $a&a an' di'una)an
ditentu)an di $a4a ini#
station area sall $e re-analed as re3uired in
te desi'n
/3+
4+3+Paveent 8ateria, Speci.ication
/4+ Compressif stren't of concrete
sall refer to S. eton dan a5a(
/5+ /teel material 4ic are used is
defined $elo4#/6+
/7+ Eield stren't of deformed $ar /"+ f
F
/""+ +
00
/"/+
MPa
/"1+ Eield stren't of plain $ar /"2+ f
F
/"3+ 2
+0
/"4+
MPa
/"5+ Eield stren't of 4iremes /"6+ f
F
/"7+ +
55
//+
MPa
//"+///+
4+4+Trans.er oad &='
//1+ F *1 6sam$un'an per)erasan
$eton $ertulan' den'an men''una)an do4el
$ars se$a'ai peran')at transfer $e$an7
!eferensi dari AA/H%.
4+5+E;#iva,ent A>,e oads &E'
//2+ ;3ui"alent A
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DESAIN BASIS
ROAD AND PA!E8ENT
PT PER)SA*AAN $AS NE$ARA &Persero' T(k+
No+ Dok : PDST-COTE--C!-BD-" Revisi: B *a,+: 7 dari 6
/1+
/1"+
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DESAIN BASIS
ROAD AND PA!E8ENT
PT PER)SA*AAN $AS NE$ARA &Persero' T(k+
No+ Dok : PDST-COTE--C!-BD-" Revisi: B *a,+: " dari 6
/1/+
/11+ !eference # AA/%H. 1==?/12+ /13+
/14+
/15+
/16+
239.