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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