tugas lalu lintas

Tugas

Nama : Ahmad Ilhami

NIM : S03100034

Semester/ Kelas : V/ B

Mata Kuliah : Tek. Lalin dan M. Transportasi

Dosen : Hj. Rezky Anisari, ST. MT

1) Menghitung kapasitas jalan2) Menghitung derajat kejenuhan3) Green Time :

Merah = 92 detikKuning = 5 detikHijau = 42 detik

4) Lebar bahu jalan = 1 meter5) Lebar jalan = 10,8 meter6) Median jalan = meter

Hari / Tanggal : Selasa, 30 Oktober 2012

Waktu : 08.00-10.00 Wita

Lokasi : Lampu Lalu Lintas Sultan Adam (jalur D)

LURUS B.KIRI B.KANANHeavy Vehicle ( Truck / Bus)

1, 1, 1, 1, 2, 2, 1, 1, 1, 1, 3, 1, 2, 3, 1, 2, 4, 4, 2, 3, 4, 2, 2, 1, 2, 2, 1, 4, 1, 2, 2,

2, 1, 1, 2,1, 1, 1 1, 1, 1, 1, 1, 1, 1, 1, 1

Light Vehicle ( Sedan, Niaga, Jeep)

6, 7, 10, 11, 10, 7, 8, 10, 12, 8, 12, 8, 6, 8, 10, 7, 5, 6, 8, 6, 6, 8, 6, 8, 8, 8, 6, 10, 8, 7, 8, 13, 10

1, 1, 1, 2, 1, 1, 1, 2, 1, 2, 1, 1, 1, 3

3, 2, 4, 3, 1, 6, 1, 3, 1, 1, 2, 3, 3, 2, 4, 3, 5, 3, 2, 4, 4, 2, 2, 2, 1, 5, 3, 5, 1, 3, 4, 2

Motorcycle (Sepeda motor, Scooter)

66, 42, 72, 61, 70, 71, 72, 74, 64, 78, 67, 62, 58, 64, 75, 48, 62, 52, 61, 53, 46, 41, 44, 39, 40, 28, 32, 27, 32, 31, 29, 35, 41, 31, 30, 26, 20, 32,

5, 20, 15, 14, 26, 17, 19, 15, 15, 7, 19, 6, 5, 11, 12, 12, 10, 16, 25, 9, 12, 6, 7, 13, 6, 8, 5, 4, 3, 10, 4, 8, 5, 18, 7, 4, 7, 5, 4

1, 14, 27, 22, 15, 19, 16, 8, 11, 1, 20, 34, 26, 27, 34, 28, 20, 22, 21, 25, 16, 21, 12, 19, 10, 19, 14, 15, 16, 10, 5, 11, 14, 18, 22, 12, 13, 15, 11, 13, 9, 17

Unmotorized ( Sepeda, Becak, Gerobak)

1, 1, 2, 1, 1, 1, 2, 1, 2, 1,

2, 1, 1, 1, 1, 1, 1, 2, 1 1, 1, 1, 1, 1, 1

∑ Jumlah Total

Hari / Tanggal : Selasa, 30 Oktober 2012

Waktu : 08.00-10.00 Wita

Lokasi : Lampu Lalu Lintas Sultan Adam (jalur D)

LURUS B.KIRI B.KANANHeavy Vehicle ( Truck / Bus)

60 8 9

Light Vehicle ( Sedan, Niaga, Jeep)

305 19 91

Motorcycle (Sepeda motor, Scooter)

1876 426 693

Unmotorized ( Sepeda, Becak, Gerobak)

13 12 7

∑ Jumlah Total 2254 465 800

LURUS

Kapasitas Jalan- Heavy Vehicle :

C = Co x Fcw x Fcsp x Fcsf x Fccs= 2900 x 1,34 x 0,97 x 0,79 x 0,94= 2799,17 (smp/jam)

- Light Vehicle :C = Co x Fcw x Fcsp x Fcsf x Fccs

= 2900 x 1,34 x 0,97 x 0,96 x 0,94= 3401,52 (smp/jam)

- Motorcycle :C = Co x Fcw x Fcsp x Fcsf x Fccs

= 2900 x 1,34 x 0,97 x 0,92 x 0,94= 3259,79 (smp/jam)

Derajat KejenuhanWaktu = 08.00 – 10.00 WitaHV = 60 x 1,3 = 78LH = 305 x 1,0 = 305MC = 1876 x 0,40 = 750,4UM = 13 x 0 = 0

DSHV = Q/C = 78/2799,17 = 0,028 DSLH = Q/C = 305/3401,52 = 0,0897 DSMC = Q/C =750,4/3259,79 = 0,230 DSUM = Q/C = 0

BELOK KIRI

Kapasitas Jalan- Heavy Vehicle :

C = Co x Fcw x Fcsp x Fcsf x Fccs= 2900 x 1,34 x 0,97 x 0,79 x 0,94= 2799,17 (smp/jam)

- Light Vehicle :C = Co x Fcw x Fcsp x Fcsf x Fccs

= 2900 x 1,34 x 0,97 x 0,96 x 0,94= 3401,52 (smp/jam)

- Motorcycle :C = Co x Fcw x Fcsp x Fcsf x Fccs

= 2900 x 1,34 x 0,97 x 0,92 x 0,94= 3259,79 (smp/jam)

Derajat KejenuhanWaktu = 08.00 – 10.00 WitaHV = 8 x 1,3 = 10,4LH = 19 x 1,0 = 19MC = 426 x 0,40 = 170,4UM = 12 x 0 = 0

DSHV = Q/C = 10,4/2799,17 = 0,003 DSLH = Q/C = 19/3401,52 = 0,005 DSMC = Q/C =170,4/3259,79 = 0,052 DSUM = Q/C = 0

BELOK KANAN

Kapasitas Jalan- Heavy Vehicle :

C = Co x Fcw x Fcsp x Fcsf x Fccs= 2900 x 1,34 x 0,97 x 0,79 x 0,94= 2799,17 (smp/jam)

- Light Vehicle :C = Co x Fcw x Fcsp x Fcsf x Fccs

= 2900 x 1,34 x 0,97 x 0,96 x 0,94= 3401,52 (smp/jam)

- Motorcycle :C = Co x Fcw x Fcsp x Fcsf x Fccs

= 2900 x 1,34 x 0,97 x 0,92 x 0,94= 3259,79 (smp/jam)

Derajat KejenuhanWaktu = 08.00 – 10.00 WitaHV = 9 x 1,3 = 11,7LH = 91 x 1,0 = 91MC = 693 x 0,40 = 277,2UM = 7 x 0 = 0

DSHV = Q/C = 9/2799,17 = 0,003 DSLH = Q/C = 91/3401,52 = 0,026 DSMC = Q/C =277,2/3259,79 = 0,085 DSUM = Q/C = 0

Tugas

Nama : Maya Sari

NIM :S03100050

Semester/ Kelas : V/B

Mata Kuliah : Tek. Lalin dan M. Transportasi

Dosen : Hj. Rezky Anisari, ST. MT

7) Menghitung kapasitas jalan8) Menghitung derajat kejenuhan9) Green Time :

Merah = 117 detikKuning = 5 detikHijau = 22 detik

10) Lebar bahu jalan = 1 meter11) Lebar jalan = 7,5 meter12) Median jalan = meter

Hari / Tanggal : Selasa, 30 Oktober 2012

Waktu : 08.00-10.00 Wita

Lokasi : Lampu Lalu Lintas Sultan Adam (jalur C)

LURUS B.KIRI B.KANANHeavy Vehicle ( Truck / Bus)

1, 1 1, 1, 1 1, 1, 1, 1, 1, 1, 1

Light Vehicle ( Sedan, Niaga, Jeep)

1, 1, 3, 4, 1, 3, 2, 3, 2, 1, 2, 4, 1, 1, 1, 2, 1, 2, 1, 1, 2, 1, 2, 1, 1, 4, 3, 2, 3, 3, 2, 2, 1, 1

1, 1, 3, 3, 2, 2, 1, 3, 1, 3, 2, 1, 2, 5, 6, 3, 1, 1, 1, 2, 4, 3, 2, 3, 1, 2

3, 1, 1, 3, 1, 1, 3, 3, 8, 1, 1, 2, 1, 3, 1, 2, 1, 2, 2, 1, 1, 3, 2

Motorcycle (Sepeda motor, Scooter)

34, 36, 32, 45, 25, 35, 33, 35, 35, 23, 27, 35, 31, 36, 22, 26, 22, 21, 29 ,29, 21, 24, 28, 31, 20, 24, 21, 16, 15, 17, 10

13, 13, 15, 15, 9, 20, 6, 20, 8, 16, 16, 9, 12, 10, 18, 11, 14, 11, 12, 11, 14, 12, 16, 8, 9, 12, 12, 11, 6, 8, 7, 11, 9, 10, 11, 10, 8, 7

14, 12, 20, 9, 13, 11, 12, 23, 10, 2, 23, 17, 17, 11, 12, 22, 15, 27, 21, 32, 8, 18, 22, 18, 18, 18, 11, 12, 17, 14, 22, 13, 15, 13, 17, 18, 19, 13, 15, 17, 18

Unmotorized ( Sepeda, Becak, Gerobak)

1, 1, 1, 1, 1, 1, 1, 1, 1, 1, 1

1, 1, 1, 1, 2, 2, 1, 1, 1, 1

1, 1, 1

∑ Jumlah Total

Hari / Tanggal : Selasa, 30 Oktober 2012

Waktu : 08.00-10.00 Wita

Lokasi : Lampu Lalu Lintas Sultan Adam (jalur C)

LURUS B.KIRI B.KANANHeavy Vehicle ( Truck / Bus)

2 3 7

Light Vehicle ( Sedan, Niaga, Jeep)

61 59 49

Motorcycle (Sepeda motor, Scooter)

967 427 673

Unmotorized ( Sepeda, Becak, Gerobak)

11 12 3

∑ Jumlah Total 1041 501 732

LURUS

Kapasitas Jalan- Heavy Vehicle :

C = Co x Fcw x Fcsp x Fcsf x Fccs= 2900 x 1,14 x 0,97 x 0,79 x 0,94= 3014,41 (smp/jam)

- Light Vehicle :C = Co x Fcw x Fcsp x Fcsf x Fccs

= 2900 x 1,14 x 0,97 x 0,96 x 0,94=2893,83 (smp/jam)

- Motorcycle :C = Co x Fcw x Fcsp x Fcsf x Fccs

= 2900 x 1,14 x 0,97 x 0,92 x 0,94=2773,25 (smp/jam)

Derajat KejenuhanWaktu = 08.00 – 10.00 WitaHV =2 x 1,3 = 2,6 LH = 61x 1,0 = 61MC =967 x 0,4 = 386,8UM = 11x 0 = 0

DSHV = Q/C = 2,6/3014,41 = 0,0009 DSLH = Q/C = 61/2893,83 = 0,021 DSMC = Q/C = 386,8 /2773,25 = 0,139 DSUM = Q/C = 0

BELOK KIRI

Kapasitas Jalan- Heavy Vehicle :

C = Co x Fcw x Fcsp x Fcsf x Fccs= 2900 x 1,14 x 0,97 x 0,79 x 0,94= 3014,41 (smp/jam)

- Light Vehicle :C = Co x Fcw x Fcsp x Fcsf x Fccs

= 2900 x 1,14 x 0,97 x 0,96 x 0,94=2893,83 (smp/jam)

- Motorcycle :C = Co x Fcw x Fcsp x Fcsf x Fccs

= 2900 x 1,14 x 0,97 x 0,92 x 0,94=2773,25 (smp/jam)

Derajat KejenuhanWaktu = 08.00 – 10.00 WitaHV =3 x 1,3 = 3,9 LH = 59x 1,0 = 59MC =427 x 0,4 = 170,8UM = 12x 0 = 0

DSHV = Q/C = 3,9/3014,41 = 0,001 DSLH = Q/C = 59/2893,83 = 0,020 DSMC = Q/C = 170,8 /2773,25 = 0,061 DSUM = Q/C = 0

BELOK KANAN

Kapasitas Jalan- Heavy Vehicle :

C = Co x Fcw x Fcsp x Fcsf x Fccs= 2900 x 1,14 x 0,97 x 0,79 x 0,94= 3014,41 (smp/jam)

- Light Vehicle :C = Co x Fcw x Fcsp x Fcsf x Fccs

= 2900 x 1,14 x 0,97 x 0,96 x 0,94=2893,83 (smp/jam)

- Motorcycle :C = Co x Fcw x Fcsp x Fcsf x Fccs

= 2900 x 1,14 x 0,97 x 0,92 x 0,94=2773,25 (smp/jam)

Derajat KejenuhanWaktu = 08.00 – 10.00 WitaHV = 7x 1,3 = 9,1 LH = 49x 1,0 = 49MC = 673 x 0,4 = 269,2UM = 11x 0 = 0

DSHV = Q/C = 9,1/3014,41 = 0,003 DSLH = Q/C = 49/2893,83 = 0,016 DSMC = Q/C = 269,2 /2773,25 = 0,097 DSUM = Q/C = 0

Tugas

Nama : Rizki Sri Ratmulia

NIM :S03100058

Semester/ Kelas : V/B

Mata Kuliah : Tek. Lalin dan M. Transportasi

Dosen : Hj. Rezky Anisari, ST. MT

13) Menghitung kapasitas jalan14) Menghitung derajat kejenuhan15) Green Time :

Merah = 34 detikKuning = 5 detikHijau = 12 detik

16) Lebar bahu jalan = 1 meter17) Lebar jalan = 11,5 meter18) Median jalan = meter

Hari / Tanggal : Selasa, 30 Oktober 2012

Waktu : 08.00-10.00 Wita

Lokasi : Lampu Lalu Lintas Sultan Adam (jalur B)

LURUS B.KIRI B.KANANHeavy Vehicle ( Truck / Bus)

4, 5, 5, 3, 3, 2, 3, 8, 4, 2, 2, 5, 1, 2, 2, 1, 1, 1, 8, 6, 1, 1, 2, 4, 3, 1, 4, 2, 1, 3, 2, 1

1, 1, 1, 1, 1, 1, 1 1, 2, 1, 2, 1, 1, 3

Light Vehicle ( Sedan, Niaga, Jeep)

9, 8, 8, 11, 12, 15, 13, 2, 4, 10, 5, 11, 6, 12, 10, 1, 13, 1, 7, 2, 7, 8, 3, 6, 11, 13, 12, 8, 4, 6, 5, 10, 9, 15, 8, 12, 7, 5, 6, 7

3, 2, 1, 2, 2, 1, 1, 3, 2, 4, 4, 2, 1, 2, 1, 3, 3, 2, 3, 3, 2, 2, 3, 1, 1, 4, 3

1, 2, 1, 1, 3, 1, 1, 3, 2, 1, 2, 1, 1, 2, 4, 1, 1, 1, 2, 2, 4, 1, 3, 2

Motorcycle (Sepeda motor, Scooter)

52, 30, 35, 28, 36, 42, 43, 30, 52, 35, 36, 35, 50, 56, 46, 33, 59, 45, 6, 7, 72, 40, 44, 50, 56, 61, 53,45, 53, 48, 32, 52, 49, 38, 30, 38, 38, 46,59, 40, 35, 40

11, 8, 6, 9, 5, 7, 8, 9, 8, 8, 7, 4, 5, 4, 5, 5, 4, 7, 3, 4, 10, 3, 9, 4, 5, 7, 5, 4, 7, 8, 8, 4, 4

30, 25, 41, 25, 26, 25, 20, 28, 32, 22, 26, 35, 32, 19, 27, 30, 14, 26, 17, 30, 21, 9, 28, 26, 22, 20, 23, 19, 14, 23, 19, 16, 19, 7, 20, 12, 14, 20, 12, 14

Unmotorized ( Sepeda, Becak, Gerobak)

1, 1, 1, 1 1 1, 1, 1, 1, 1, 1, 1, 1, 2, 1, 1, 1, 1

∑ Jumlah Total

Hari / Tanggal : Selasa, 30 Oktober 2012

Waktu : 08.00-10.00 Wita

Lokasi : Lampu Lalu Lintas Sultan Adam (jalur B)

LURUS B.KIRI B.KANANHeavy Vehicle ( Truck / Bus)

93 7 11

Light Vehicle ( Sedan, Niaga, Jeep)

340 62 43

Motorcycle (Sepeda motor, Scooter)

1775 214 874

Unmotorized ( Sepeda, Becak, Gerobak)

4 1 14

∑ Jumlah Total 2212 284 942

LURUS

Kapasitas Jalan- Heavy Vehicle :

C = Co x Fcw x Fcsp x Fcsf x Fccs= 2900 x 1,34 x 0,97 x 0,79 x 0,94= 2799,17 (smp/jam)

- Light Vehicle :C = Co x Fcw x Fcsp x Fcsf x Fccs

= 2900 x 1,34 x 0,97 x 0,96 x 0,94=3401,53 (smp/jam)

- Motorcycle :C = Co x Fcw x Fcsp x Fcsf x Fccs

= 2900 x 1,34 x 0,97 x 0,92 x 0,94=3259,79 (smp/jam)

Derajat KejenuhanWaktu = 08.00 – 10.00 WitaHV =93 x 1,3 = 120,9 LH = 340x 1,0 = 340MC =1775x 0,4 = 781UM = 4x 0 = 0

DSHV = Q/C = 120,9/2799,17 = 0,043 DSLH = Q/C = 340/3401,53 = 0,099 DSMC = Q/C = 1775 /3259,79 = 0,544 DSUM = Q/C = 0

BELOK KIRI

Kapasitas Jalan- Heavy Vehicle :

C = Co x Fcw x Fcsp x Fcsf x Fccs= 2900 x 1,34 x 0,97 x 0,79 x 0,94= 2799,17 (smp/jam)

- Light Vehicle :C = Co x Fcw x Fcsp x Fcsf x Fccs

= 2900 x 1,34 x 0,97 x 0,96 x 0,94=3401,53 (smp/jam)

- Motorcycle :C = Co x Fcw x Fcsp x Fcsf x Fccs

= 2900 x 1,34 x 0,97 x 0,92 x 0,94=3259,79 (smp/jam)

Derajat KejenuhanWaktu = 08.00 – 10.00 WitaHV = 7 x 1,3 = 9,1LH = 62x 1,0 = 62MC =214x 0,4 = 85,6UM = 1x 0 = 0

DSHV = Q/C = 9,1/2799,17 = 0,003 DSLH = Q/C = 62/3401,53 = 0,018 DSMC = Q/C = 85,6 /3259,79 = 0,026 DSUM = Q/C = 0

BELOK KANAN

Kapasitas Jalan- Heavy Vehicle :

C = Co x Fcw x Fcsp x Fcsf x Fccs= 2900 x 1,34 x 0,97 x 0,79 x 0,94= 2799,17 (smp/jam)

- Light Vehicle :C = Co x Fcw x Fcsp x Fcsf x Fccs

= 2900 x 1,34 x 0,97 x 0,96 x 0,94=3401,53 (smp/jam)

- Motorcycle :C = Co x Fcw x Fcsp x Fcsf x Fccs

= 2900 x 1,34 x 0,97 x 0,92 x 0,94=3259,79 (smp/jam)

Derajat KejenuhanWaktu = 08.00 – 10.00 WitaHV =11x 1,3 = 14,3LH = 43x 1,0 = 43MC =874x 0,4 = 349,6UM = 14x 0 = 0

DSHV = Q/C = 14,3/2799,17 = 0,005 DSLH = Q/C = 43/3401,53 = 0,012 DSMC = Q/C = 349,6 /3259,79 = 0,107 DSUM = Q/C = 0

Tugas

Nama : Handita Kristian H.P

NIM :S03100042

Semester/ Kelas : V/B

Mata Kuliah : Tek. Lalin dan M. Transportasi

Dosen : Hj. Rezky Anisari, ST. MT

19) Menghitung kapasitas jalan20) Menghitung derajat kejenuhan21) Green Time :

Merah = 124 detikKuning = 5 detikHijau = 16 detik

22) Lebar bahu jalan = 1 meter23) Lebar jalan = 8,5 meter24) Median jalan = meter

Hari / Tanggal : Selasa, 30 Oktober 2012

Waktu : 08.00-10.00 Wita

Lokasi : Lampu Lalu Lintas Sultan Adam (jalur A)

LURUS B.KIRI B.KANANHeavy Vehicle ( Truck / Bus)

1 1, 2, 1, 2, 1, 1, 1 1, 1, 1, 1, 1, 3, 1, 1, 2

Light Vehicle ( Sedan, Niaga, Jeep)

1, 2, 1, 1, 1, 2, 1, 1, 2, 2, 2, 1, 1,1,1

6, 4, 1 , 2, 3, 3, 2, 2, 3, 4, 2, 1, 1, 3, 1, 1, 1, 3, 4, 2, 1, 2, 2, 6, 2, 1, 1, 6

3, 3, 3, 2, 4, 6, 3, 1, 2, 2, 3, ,2 , 2, 2, , 4, 2, 2, 2, 4, 3, 3, 1, 2, 4,3 ,2 ,1 , 2, 4, 4, 4 , 4, 3

Motorcycle (Sepeda motor, Scooter)

18, 20, 7, 25, 22, 27, 27, 24, 21, 22, 13, 18, 14, 22, 22, 29, 22, 15, 15, 19, 12, 20, 15, 20, 10, 14, 26, 19, 16, 16, 20, 20, 8, 13, 19, 15, 12, 18, 17

2, 4, 11, 5, 5 ,3, 2, 5, 2, 12, 5, 4, 3, 5, 4, 6, 4, 5, 10, 7, 5, 3, 7, 3, 4, 6, 3, 5, 5, 8, 7, 8, 4, 7, 4

28, 20, 35, 26, 18, 23, 10, 14, 21, 26, 20, 14, 20, 16, 14, 12, 10, 9, 14, 16, 12, 18, 10, 11, 8, 10, 8, 21, 10, 11, 5, 16, 4, 12, 12, 10, 9

Unmotorized ( Sepeda, Becak, Gerobak)

1, 1, 1, 2, 1, 1, 1, 1, 2, 1, 1, 1, 1, 2, 1, 1, 2, 2, 2, 2

1, 1, 1 1, 1, 1,

∑ Jumlah Total

Hari / Tanggal : Selasa, 30 Oktober 2012

Waktu : 08.00-10.00 Wita

Lokasi : Lampu Lalu Lintas Sultan Adam (jalur A)

LURUS B.KIRI B.KANANHeavy Vehicle ( Truck / Bus)

1 9 12

Light Vehicle ( Sedan, Niaga, Jeep)

20 70 95

Motorcycle (Sepeda motor, Scooter)

715 183 565

Unmotorized ( Sepeda, Becak, Gerobak)

26 3 3

∑ Jumlah Total 762 265 675

LURUS

Kapasitas Jalan- Heavy Vehicle :

C = Co x Fcw x Fcsp x Fcsf x Fccs= 2900 x 1,25 x 0,97 x 0,79 x 0,94=2611,17 (smp/jam)

- Light Vehicle :C = Co x Fcw x Fcsp x Fcsf x Fccs

= 2900 x 1,25 x 0,97 x 0,96 x 0,94=3173,06 (smp/jam)

- Motorcycle :C = Co x Fcw x Fcsp x Fcsf x Fccs

= 2900 x 1,25 x 0,97 x 0,92 x 0,94=3040,85 (smp/jam)

Derajat KejenuhanWaktu = 08.00 – 10.00 WitaHV =1 x 1,3 = 1,3 LH = 20x 1,0 = 20MC =715 x 0,4 = 286UM = 26x 0 = 0

DSHV = Q/C = 1,3/2611,17 = 0,0004 DSLH = Q/C =20 /3173,06 = 0,006 DSMC = Q/C = 286 /3040,85 = 0,094 DSUM = Q/C = 0

BELOK KIRI

Kapasitas Jalan- Heavy Vehicle :

C = Co x Fcw x Fcsp x Fcsf x Fccs= 2900 x 1,25 x 0,97 x 0,79 x 0,94=2611,17 (smp/jam)

- Light Vehicle :C = Co x Fcw x Fcsp x Fcsf x Fccs

= 2900 x 1,25 x 0,97 x 0,96 x 0,94=3173,06 (smp/jam)

- Motorcycle :C = Co x Fcw x Fcsp x Fcsf x Fccs

= 2900 x 1,25 x 0,97 x 0,92 x 0,94=3040,85 (smp/jam)

Derajat KejenuhanWaktu = 08.00 – 10.00 WitaHV =9 x 1,3 = 11,7LH = 70x 1,0 = 70MC =183 x 0,4 = 73,2UM = 3x 0 = 0

DSHV = Q/C = 11,7/2611,17 = 0,004 DSLH = Q/C =70 /3173,06 = 0,022 DSMC = Q/C = 73,2 /3040,85 = 0,024 DSUM = Q/C = 0

BELOK KANAN

Kapasitas Jalan- Heavy Vehicle :

C = Co x Fcw x Fcsp x Fcsf x Fccs= 2900 x 1,25 x 0,97 x 0,79 x 0,94=2611,17 (smp/jam)

- Light Vehicle :C = Co x Fcw x Fcsp x Fcsf x Fccs

= 2900 x 1,25 x 0,97 x 0,96 x 0,94=3173,06 (smp/jam)

- Motorcycle :C = Co x Fcw x Fcsp x Fcsf x Fccs

= 2900 x 1,25 x 0,97 x 0,92 x 0,94=3040,85 (smp/jam)

Derajat KejenuhanWaktu = 08.00 – 10.00 WitaHV = 12 x 1,3 = 15,6 LH = 95x 1,0 = 95MC =565 x 0,4 = 226UM = 3x 0 = 0

DSHV = Q/C = 15,6/2611,17 = 0,006 DSLH = Q/C =95/3173,06 = 0,029 DSMC = Q/C = 226 /3040,85 = 0,074 DSUM = Q/C = 0