perencanaan jalan raya latihan

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  • 7/24/2019 Perencanaan Jalan Raya Latihan

    1/8

    Randi G jovi

    1. Buat Grafk2. Cari Rata rata danSD

    Seksi 1

    Average

    0.5365

    52

    Standar Deviasi0.0350

    79

    Seksi 2

    Average0.5409

    52

    Standar Deviasi0.1694

    37

    3. Cari Nilai CESA

    Jenis Kend erat Distri!"si !e!an

    #e$!a

    gi %&R ' ( ) '(SA

    *o!i+ #en"$,ang 2.00 50- 50- 5.4452

    40.5

    0.37037 15.07

    460239

    Kendaraan Ringan 5.00 40- 60- 5.4 4240.5

    0.925926 15.07

    107973

    "s .00 3- 62- .6 2220.5

    0.930233 15.07

    567963.

    /r"k 2 as 13.00 3- 62- .6 240.5

    1.51162 15.07

    3425691

    /r"k3 as 20.00 30- 70- .6102

    40.5

    2.32551 15.07

    6549492

    /r"k gandeng 30.00 17- 35-24-

    24- .6

    74-

    0.5

    3.4372 15.07

    7099.547

    CESA16232

    23'tt

    ) +iat ta!e+ 4 ek ni+ai R dan tingkat,ert"$!"an' ni+ai koesien distri!"si kend ta!e+ 2 ,ada soa+ 2 +aj"r 2

    /r...

  • 7/24/2019 Perencanaan Jalan Raya Latihan

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    Randi G jovi

    ara

    j"$+a ari 365CESA = (m x 365 x E xC x N$ j"$+a $asing kend 8 365j"$+a ari da+a$ sat" ta"n 8 ( ekiva+en !e!an s"$!"8 ' koesien distri!"si kendaraan8 )

    aktor "! :ta!e+ 4;

    /r...

  • 7/24/2019 Perencanaan Jalan Raya Latihan

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    Randi G jovi

    !. "#ER$A%Seksi

    1&'')araman$'ndutan

    K :s K ijin

    s standar deviasi

    dr average seksi

    K 6.5377456

    $'ndutan *akil

    D?aki+ dr @2:s;

    D?aki+ 0.6067095

    $'ndutan R'n+anaD renana 17.004 = '(SA :0.2307;............dengana+at DD renana 22.20 = '(SA :0.2307;............dengana+at

    G"nakan dengan a+at

    Dren 0.4199021 $$

    $a,i -ama/an

    "0'rla (&o 4.453602926 $

    4aktr &r'ki -'al $a,i-ama/

    o 0.532= (=, :0.0194 =

    /r...

  • 7/24/2019 Perencanaan Jalan Raya Latihan

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    Randi G jovi

    /#R/;

    /#R/ /e$,erat"r rata rata ta"nan "nt"k daeratertent"

    /#R/ 35 '

    o 1.049053375 :dari grak o;

    -'al $a,i tama/ kr'ki(t

    &t &o = o

    &t 4.67206713

    /r...

  • 7/24/2019 Perencanaan Jalan Raya Latihan

    5/8

    Randi G jovi

    0.4

    0.5

    0.6

    0.7

    0.

    0.9

    /r...

  • 7/24/2019 Perencanaan Jalan Raya Latihan

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    Randi G jovi

    /r...

  • 7/24/2019 Perencanaan Jalan Raya Latihan

    7/8

    )o

    :d3d1;

    ds

    K$

    Average

    1

    0.52

    42.40

    2

    0.54

    42.60

    3

    0.53

    42.0

    4

    0.49

    43.00

    5

    0.52

    43.20

    6

    0.54

    43.40

    7

    0.6

    43.60

    0.52

    43.0

    9

    0.56

    44.00

    10

    0.52

    44.20

    11

    0.56

    44.40

    12

    0.52

    44.60

    13

    0.53

    44.0

    14

    0.45

    45.00

    15

    0.5

    45.20

    16

    0.52

    45.40

    17

    0.49

    45.60

    1

    0.52

    45.0

    19

    0.5

    46.00

    20

    0.52

    46.20

    21

    0.54

    46.40

    22

    0.53

    46.60

    23

    0.5

    46.0

    24

    0.52

    47.00

    25

    0.57

    47.20

    26

    0.49

    47.40

    27

    0.5

    47.60

    2

    0.54

    47.0

    29

    0.6

    4.00

    Seksi1

    30

    0.4

    4.20

    31

    0.72

    4.40

    32

    0.4

    4.60

    33

    0.42

    4.0

    34

    0.3

    49.00

    35

    0.4

    49.20

    36

    0.62

    49.40

    37

    0.7

    49.60

    3

    0.42

    49.0

    39

    0.36

    50.00

    40

    0.39

    50.20

    41

    0.37

    50.40

    42

    0.44

    50.60

    43

    0.6

    50.0

    44

    0.4

    51.00

    45

    0.62

    51.20

    46

    0.4

    51.40

    47

    0.36

    51.60

    4

    0.62

    51.0

    49

    0.7

    52.00

    50

    0.52

    52.20

    Seksi2

    Randi G jovi

    /r...

  • 7/24/2019 Perencanaan Jalan Raya Latihan

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    Randi G jovi

    /r...