basis desain road and pavement

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


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


3/13

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+


4/13

DESAIN BASIS

ROAD AND PA!E8ENT


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


5/13

DESAIN BASIS

ROAD AND PA!E8ENT


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

&umla 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


6/13

DESAIN BASIS

ROAD AND PA!E8ENT


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


7/13

DESAIN BASIS

ROAD AND PA!E8ENT



5.


8/13

DESAIN BASIS

ROAD AND PA!E8ENT



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


9/13

DESAIN BASIS

ROAD AND PA!E8ENT



"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


10/13

DESAIN BASIS

ROAD AND PA!E8ENT



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


11/13

DESAIN BASIS

ROAD AND PA!E8ENT



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


12/13

DESAIN BASIS

ROAD AND PA!E8ENT



/1+

/1"+


13/13

DESAIN BASIS

ROAD AND PA!E8ENT


No+ Dok : PDST-COTE--C!-BD-" Revisi: B *a,+: " dari 6

/1/+

/11+ !eference # AA/%H. 1==?/12+ /13+

/14+

/15+

/16+

239.

basis desain road and pavement

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