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PERENCANAAN PERKERASAN MATERIAL JALAN RAYA

Trase jalan dari titik N ke tititk R seperti di peta transit

Trase 1

Koordinat

sudut Elevasi

x y

N 788012 671686 - 204

788457 671782 20 210

788812 671736 42 207

789098 671388 34.0 205

D 789400 671300 - 201

Trase 2

Koordinat

sudut Elevasi

x y

N 788012 671686 - 204

788580 671645 18 211.3

788791 671432 54 211.2

789043 671285 54 208

D 789400 671300 - 201

Trase 3Koordinat

sudut Elevasi

x y

N 788012 671686 - 204

788364 671190 18 210.6

!1

!2

!3

!1

!2

!3

!1

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PERENCANAAN PERKERASAN MATERIAL JALAN RAYA

788798 671238 54 211.2

789070 671196 28 207.2

D 789400 671300 - 201

!2

!3

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PERENCANAAN PERKERASAN MATERIAL JALAN RAYA

Jarak Antara Titik Potong

Trase 1 Trase 2

" 455.2 # " 56\$.5 #

" 358.0 # " 2\$\$.8 #

" 450.4 # " 2\$1.7 #

" 314.6 # " 357.3 #

Total " 1578.2 # Total " 1518.4 #

Sudut Azimut

Trase 1 Trase 2

" -160.443 " 41.142

" 43.202 " -15.014

" -34.340 " 147.338

Kemiringan Lintasan

Trase 1 Trase 2

" 1.318% an " 1.282% an

" -0.838% an " -0.033% an

" -0.444% an " -1.0\$7% an

N - !1

N - !1

!1- !

2!

1- !

2

!2- !

3!

2- !

3

!3- D !

3- D

!1

!1

' !2

' !2

' !3

' !3

i (N - !1) i (N - !

1)

i (!1- !

2) i (!

1- !

2)

i (!2- !

3) i (!

2- !

3)

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PERENCANAAN PERKERASAN MATERIAL JALAN RAYA

" -1.272% an " -1.\$5\$% ani (!3- D) i (!3- D)

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PERENCANAAN PERKERASAN MATERIAL JALAN RAYA

Trase 3

" 608.2 #

" 436.6 #

" 275.2 #

" 346.0 #

Total " 1666.1 #

Trase 3

" 11\$.051

" -164.\$11

" 153.730

Trase 3

" 1.085% an

" 0.137% an

" -1.453% an

N - !1

!1- !

2

!2- !

3

!3- D

!1

' !2

' !3

i (N - !1)

i (!1- !

2)

i (!2- !

3)

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PERENCANAAN PERKERASAN MATERIAL JALAN RAYA

" -1.7\$2% ani (!3- D)

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Peta Transis I

Titik K1 Titik K6

Elevasi muka tanah = 208 Elevasi muka tanah =

Elevasi muka alan = 204 Elevasi muka alan == 205.92 =

!rati "a#a K1 a#a \$alian se%esar !rati "a#a K6 a#a tim%unan se%

= &2'08 =

Titik K2

Elevasi muka tanah = 210'28 T(tal \$alian =

Elevasi muka alan = 205'92 T(tal Tim%unan =

= 207.79

!rati "a#a K1 a#a \$alian se%esar

= &2'49

Titik K3

Elevasi muka tanah = 210'25

Elevasi muka alan = 210'23

= 209.71

!rati "a#a K3 a#a Tim%unan

= &0'54

Titik K4

Elevasi muka tanah = 209

Elevasi muka alan = 209'71

= 208.45

!rati "a#a K4 a#a Tim%unan se%esar

= &0'55

Titik K5

Elevasi muka tanah = 207

Elevasi muka alan = 207'2

= 206.11

!rati "a#a K5 a#a Tim%unan se%esar

= &0'89

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Peta Transi II

Titik K1 Titik K6

202 Elevasi muka tanah = 209 Elevasi muka tanah

204'9 Elevasi muka alan = 204 Elevasi muka alan### = ###

sar !rati "a#a K1 a#a \$alian se%esar !rati "a#a K6 a#a Ti

1'12 = &2'64

Titik K2 Titik K7

-6.54 Elevasi muka tanah = 211 Elevasi muka tanah

1.12 Elevasi muka alan = 206'36 Elevasi muka alan

= ###

!rati "a#a K2 a#a \$alian se%esar !rati "a#a K7 a#a Ti

= &3'17

Titik K3

Elevasi muka tanah = 212'8

Elevasi muka alan = 211'3 T(tal \$alian

= ### T(tal Tim%una

!rati "a#a K3 a#a \$alian

= &1'53

Titik K4

Elevasi muka tanah = 210

Elevasi muka alan = 211'2

= ###

!rati "a#a K4 a#a Tim%unan se%esar

= 0'48

Titik K5

Elevasi muka tanah = 208

Elevasi muka alan = 210'48

= ###

!rati "a#a K5 a#a Tim%unan se%esar

= 1'27

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Peta Transis III

Titik K1 Titik K6

= 205 Elevasi muka tanah = 207 Elevasi mu

= 207'07 Elevasi muka alan = 204 Elevasi mu= ### = ###

%unan se%esar !rati "a#a K1 a#a \$alian se%esar !rati "a#a

= 0'31 = &0'52

Titik K2 Titik K7

= 202 Elevasi muka tanah = 210 Elevasi mu

= 205'31 Elevasi muka alan = 206'48 Elevasi mu

= ### = ###

%unan se%esar !rati "a#a K2 a#a \$alian se%esar !rati "a#a

= 1'55 = &3'21

Titik K3

Elevasi muka tanah = 211'7

= -5.81 Elevasi muka alan = 210'6 T(tal \$alia

= 3.30 = ### T(tal Tim%

!rati "a#a K3 a#a \$alian

= &0'89

Titik K4

Elevasi muka tanah = 211'8

Elevasi muka alan = 210'81

= ###

!rati "a#a K4 a#a )alian se%esar

= &0'78

Titik K5

Elevasi muka tanah = 209

Elevasi muka alan = 211'2

= ###

!rati "a#a K5 a#a Tim%unan se%esar

= 0'14

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ka tanah = 205

ka alan = 207'2= ###

K6 a#a Tim%unan se%esar

= 0'69

ka tanah = 202

ka alan = 205'69

= ###

K7 a#a Tim%unan se%esar

= 1'74

= -5.39

na = 2.57

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* Ke+e"atan ,en+ana = 60 km

e maksimum = 10 -

.e%ar /alan = 2 375 m

Kemirin)an n(rmal = 2 -

,+ = 716 m

.s = 50

e = 0'029 = 2

= 19'557

, e .s T+ E+

2'000 716 0'029 50 19'557 123'398 10'556

ik Pl1

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.+

244'349 6'1699

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* Ke+e"atan ,en+ana = 60

e maksimum = 10

.e%ar /alan = 2 375

Kemirin)an n(rmal = 2

,+ = 318.s = 50

e = 0'059

= 4'5

= 34'34

simum 10 - %ina mar)a

Lc L 2Ts p K Ts Es

154'657 254'657 276'759 0'365 24'994 138'379 21'995

140'592 240'592 246'702 0'328 24'995 123'351 15'177

ik Pl3

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km

-

m

-

m

6'919

6'168

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1268

267'967 266'930

start 1 2 3 4

e' /alan 262 265'4 267 268 267

14 15 23 11'4

280 300 460 228) 0'012 0'005 0'002 &0'004

"ersen ) 1'214 0'533 0'217 &0'439

0'681 0'316 0'656 1'396

0'007 0'003 0'007 0'014

Ev 0'034 0'016 0'033 0'070

P. 260

270

0'009 0'004 0'008 0'017

0'034 0'016 0'033 0'070

265'5066667 267'01779 267'91228 266'81651

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nish

263

10'9

218&0'018

&1'835

0'000

0'000

263

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T T:; ' >> 263 263 0 262'925 262'865 261'865 262'909 0'044 263'068 0'203

E' asarTalu#

E'Kanan

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T

E' Kanan 03 KI,I

alan E' alan !ahu E' !ahuTalu#

alan E' alanKanan Kiri

0 261'900 0'0365 261'9615 0'0812 261'9462 1'0555 1'0606 262'050

100 263'420 0'283 263'408 0'346 263'411 1'351 1'349 263'490 0'3096 263'4346

200 264'550 264'550

300 265'280 265'371

400 265'855 265'945

500 266'365 266'453

600 267'000 267'098

700 267'292 267'026

800 267'667 267'314

900 267'800 267'607

1000 268'584 268'391

1100 268'565 268'521

1200 267'847 267'856

1300 266'154 266'308

1400 264'458 264'625

03K::

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0'000 262'909 263'068

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E' Kiri

!ahu E' !ahuTalu#

Kanan Kiri

0'3835 263'4485 1'4019 1'4065

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PI 0 & 100

a % t .uas

0'185 2'1785 2 2'3635

! 2'1785 0'5 0'544625

0 2 0

0 1'5 0E 0 3'75 0

? 0 3'75 0

\$ 0 1'5 0

; 0 2 0

I 0 0'5 0

0 2 0

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0 0 260'5

1'2 1'2 261'000

2'3 3'5 262'000

2'8 6'3 263'000

3'4 9'7 264'000

4'1 13'8 265'0006'3 20'1 266'000

7'7 27'8 267'000

5'5 33'3 268'000

5'3 38'6 269'000

4'5 43'1 268'000

4'1 47'2 267'000

3'8 51 266'000

0'9 51'9 265'000

2'6 54'5 265'000

1 55'5 266'000

1'4 56'9 267'000

2'2 59'1 267'000

0'7 59'8 266'000

0'9 60'7 265'000

13'2 73'9 265'0000 1'2 3'5 6'3 9'7

256

258

260

262

264

266

268

270

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PP1 E

PP2 EK@:\$ A E.EI @

PP3 E

PP4 EK@:\$ A E.EI @

13'8 20'1 27'8 33'3 38'6 43'1 47'2 51 51'9 54'5 55'5 56'9

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59'1 59'8 60'7 73'9

(lumn

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674'032

, e .s T+ E+

2'000 716 0'029 50

19'000

119'817 9'956

2'500 573 0'036 50 95'887 7'968

3'000 477 0'042 50 79'822 6'6333'500 409 0'048 50 68'443 5'687

4'000 358 0'054 50 59'909 4'978

4'500 318 0'059 50 53'215 4'422

5'000 286 0'064 50 47'860 3'977

6'000 239 0'073 50 39'995 3'323

7'000 205 0'080 50 34'305 2'851

8'000 179 0'086 50 29'954 2'489

9'000 159 0'091 50 26'607 2'211

10'000 143 0'095 60 23'930 1'988

11'000 130 0'098 60 21'755 1'80812'000 119 0'100 60 19'914 1'655

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.+

237'390 5'990865

189'978 4'794366

158'149 3'991121135'604 3'422156

118'695 2'995433

105'433 2'660747

94'823 2'392999

79'240 1'999744

67'968 1'715262

59'347 1'497716

52'716 1'330374

47'412 1'1965

43'102 1'08772739'454 0'995689