Evaluasi Karakteristik Operasional Angkutan Umum Antar Kota Dalam Provinsi (AKDP) (Studi Kasus : PO.DATRA dan CV.PAS Trayek Medan-Sidikalang)
Tabel 4.1. Load Factor Medan - Sidikalang Hari Senin
no.
kendaraan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
waktu
07.00 - 08.00
08.00 - 09.00
09.00 - 10.00
10.00 - 11.00
11.00 - 12.00
12.00 - 13.00
13.00 - 14.00
14.00 - 15.00
15.00 - 16.00
16.00 - 17.00
17.00 - 18.00
18.00 - 19.00
07 .20
07 .50
08 .15
08 .45
09 .10
09 .40
10 .15
10 .25
11 .08
11 .25
12 . 05
12 .25
13 .10
13 .40
14 .20
14 .45
15 .05
15 .35
16 .10
16 .45
17 .25
17 .45
18 .05
jumlah
penumpang di
kendaraan
45
40
50
48
43
47
53
61
47
43
40
41
44
53
56
51
49
47
42
50
45
48
51
kapasitas
kendaraan
load factor
(%)
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
51.1
45.5
56.8
54.5
48.9
53.4
60.2
69.3
53.4
48.9
45.5
46.6
50.0
60.2
63.6
58.0
48.3
53.4
47.7
56.8
51.1
54.5
58.0
Rata-rata per
waktu
48.3
55.7
51.1
64.8
51.1
46.0
55.1
60.8
50.9
52.3
52.8
58.0
Tabel 4.2. Rekapitulasi Load Factor Medan - Sidikalang Hari Senin
waktu
load factor (%)
07.00-08.00
08.00-09.00
09.00-10.00
10.00-11.00
11.00-12.00
12.00-13.00
13.00-14.00
14.00-15.00
15.00-16.00
16.00-17.00
17.00-18.00
18.00-19.00
Total
rata-rata
48.3
55.7
51.1
64.8
51.1
46.0
55.1
60.8
50.9
52.3
52.8
58.0
646.9
53.9
load factor hari senin Medan - Sidikalang
70.0
60.0
Load Faktor (%)
50.0
40.0
30.0
20.0
10.0
0.0
Waktu
Gambar 4.9. Rekapitulasi Load Factor Medan - Sidikalang Hari Senin
Tabel 4.5. Load Factor Medan - Sidikalang Hari Selasa
no.
kendaraan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
waktu
07.00 - 08.00
08.00 - 09.00
09.00 - 10.00
10.00 - 11.00
11.00 - 12.00
12.00 - 13.00
13.00 - 14.00
14.00 - 15.00
15.00 - 16.00
16.00 - 17.00
17.00 - 18.00
18.00 - 19.00
07 .25
07 .44
08 .20
08 .45
09 .15
09 .43
10 . 20
10 . 56
11 . 18
11 . 50
12 . 05
12 . 25
13 .25
13 .45
14 .25
14 .45
15 .05
15 .25
16 .10
16 .45
17 .25
17 .45
18 .05
jumlah
penumpang di
kendaraan
42
47
48
49
46
54
55
58
50
47
45
46
40
52
58
50
51
47
49
45
47
48
50
kapasitas
kendaraan
load factor (%)
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
47.7
53.4
54.5
55.7
52.3
61.4
62.5
65.9
56.8
53.4
51.1
52.3
45.5
59.1
65.9
56.8
58.0
53.4
55.7
51.1
53.4
54.5
56.8
Rata-rata per
waktu
50.6
55.1
56.8
64.2
55.1
51.7
52.3
61.4
55.7
53.4
54.0
56.8
Tabel 4.6. Rekapitulasi Load Factor Medan - Sidikalang Hari Selasa
waktu
load factor (%)
07.00-08.00
08.00-09.00
09.00-10.00
10.00-11.00
11.00-12.00
12.00-13.00
13.00-14.00
14.00-15.00
15.00-16.00
16.00-17.00
17.00-18.00
18.00-19.00
Total
rata-rata
50.6
55.1
56.8
64.2
55.1
51.7
52.3
61.4
55.7
53.4
54.0
56.8
667.0
55.6
load factor hari selasa Medan - Sidikalang
70.0
60.0
Load Faktor (%)
50.0
40.0
30.0
20.0
10.0
0.0
Waktu
Gambar 4.11. Rekapitulasi Load Factor Medan - Sidikalang Hari Selasa
Tabel 4.9. Load Factor Medan - Sidikalang Hari Rabu
no.
kendaraan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
waktu
07.00 - 08.00
08.00 - 09.00
09.00 - 10.00
10.00 - 11.00
11.00 - 12.00
12.00 - 13.00
13.00 - 14.00
14.00 - 15.00
15.00 - 16.00
16.00 - 17.00
17.00 - 18.00
18.00 - 19.00
07 .11
07 .42
08 .14
08 .55
09 .15
09 .55
10 . 35
10 . 52
11 . 10
11 . 50
12 . 15
12 . 49
13 .10
13 .52
14 .10
14 .55
15 .12
15 .45
16 .15
16 .45
17 .15
17 .48
18 .25
jumlah
penumpang di
kendaraan
43
47
50
48
47
48
53
49
48
45
46
47
49
50
51
60
50
47
48
47
49
50
57
kapasitas
kendaraan
load factor
(%)
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
48.9
53.4
56.8
54.5
53.4
54.5
60.2
55.7
54.5
51.1
52.3
53.4
55.7
56.8
58.0
68.2
56.8
53.4
54.5
53.4
55.7
56.8
64.8
Rata-rata per
waktu
51.1
55.7
54.0
58.0
52.8
52.8
56.3
63.1
55.1
54.0
56.3
64.8
Tabel 4.10. Rekapitulasi Load Factor Medan - Sidikalang Hari Rabu
waktu
load factor (%)
07.00-08.00
08.00-09.00
09.00-10.00
10.00-11.00
11.00-12.00
12.00-13.00
13.00-14.00
14.00-15.00
15.00-16.00
16.00-17.00
17.00-18.00
18.00-19.00
Total
rata-rata
51.1
55.7
54.0
58.0
52.8
52.8
56.3
63.1
55.1
54.0
56.3
64.8
673.9
56.2
load factor hari rabu Medan - Sidikalang
70.0
60.0
Load Faktor (%)
50.0
40.0
30.0
20.0
10.0
0.0
Waktu
Gambar 4.13. Rekapitulasi Load Factor Medan - Sidikalang Hari Rabu
Tabel 4.13. Load Factor Medan - Sidikalang Hari Kamis
no.
kendaraan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
waktu
07.00 - 08.00
08.00 - 09.00
09.00 - 10.00
10.00 - 11.00
11.00 - 12.00
12.00 - 13.00
13.00 - 14.00
14.00 - 15.00
15.00 - 16.00
16.00 - 17.00
17.00 - 18.00
18.00 - 19.00
07 .10
07 .40
08 .00
08 .35
09 .15
09 .43
10 . 10
10 . 50
11 . 30
11 . 50
12 . 15
12 . 51
13 .13
13 .50
14 .10
14 .50
15 .20
15 .50
16 .25
16 .45
17 .05
17 .45
18 .25
jumlah
penumpang di
kendaraan
42
44
46
48
45
51
52
55
50
46
48
47
47
50
50
54
49
47
45
47
49
46
53
kapasitas
kendaraan
load factor (%)
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
47.7
50.0
52.3
54.5
51.1
58.0
59.1
62.5
56.8
52.3
54.5
53.4
53.4
56.8
56.8
61.4
55.7
53.4
51.1
53.4
55.7
52.3
60.2
Rata-rata per
waktu
48.9
53.4
54.5
60.8
54.5
54.0
55.1
59.1
54.5
52.3
54.0
60.2
Tabel 4.14. Rekapitulasi Load Factor Medan - Sidikalang Hari Kamis
waktu
07.00-08.00
08.00-09.00
09.00-10.00
10.00-11.00
11.00-12.00
12.00-13.00
13.00-14.00
14.00-15.00
15.00-16.00
16.00-17.00
17.00-18.00
18.00-19.00
Total
rata-rata
load factor (%)
48.9
53.4
54.5
60.8
54.5
54.0
55.1
59.1
54.5
52.3
54.0
60.2
661.4
55.1
load factor hari kamis Medan - Sidikalang
70.0
60.0
Load Faktor (%)
50.0
40.0
30.0
20.0
10.0
0.0
Waktu
Gambar 4.15. Rekapitulasi Load Factor Medan - Sidikalang Hari Kamis
Tabel 4.17. Load Factor Medan - Sidikalang Hari Jumat
no.
kendaraan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
waktu
07.00 - 08.00
08.00 - 09.00
09.00 - 10.00
10.00 - 11.00
11.00 - 12.00
12.00 - 13.00
13.00 - 14.00
14.00 - 15.00
15.00 - 16.00
16.00 - 17.00
17.00 - 18.00
18.00 - 19.00
07 .30
07 .40
08 .05
08 .35
09 .10
09 .30
10 . 25
10 . 50
11 . 20
11 . 50
12 . 25
12 . 45
13 .15
13 .45
14 .20
14 .40
15 .25
15 .45
16 .05
16 .25
17 .25
17 .45
18 .15
jumlah
penumpang di
kendaraan
40
44
45
50
46
52
51
60
50
49
48
46
47
45
50
49
47
44
46
49
49
48
58
kapasitas
kendaraan
load factor (%)
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
45.5
50.0
51.1
56.8
52.3
59.1
58.0
68.2
56.8
55.7
54.5
52.3
53.4
51.1
56.8
55.7
53.4
50.0
52.3
55.7
55.7
54.5
65.9
Rata-rata per
waktu
47.7
54.0
55.7
63.1
56.3
53.4
52.3
56.3
51.7
54.0
55.1
65.9
Tabel 4.18. Rekapitulasi Load Factor Medan - Sidikalang Hari Jumat
waktu
load factor (%)
07.00-08.00
08.00-09.00
09.00-10.00
10.00-11.00
11.00-12.00
12.00-13.00
13.00-14.00
14.00-15.00
15.00-16.00
16.00-17.00
17.00-18.00
18.00-19.00
Total
rata-rata
47.7
54.0
55.7
63.1
56.3
53.4
52.3
56.3
51.7
54.0
55.1
65.9
665.3
55.4
load factor hari jumat Medan - Sidikalang
70.0
60.0
Load Faktor (%)
50.0
40.0
30.0
20.0
10.0
0.0
Waktu
Gambar 4.17. Rekapitulasi Load Factor Medan - Sidikalang Hari Jumat
Tabel 4.21. Load Factor Medan - Sidikalang Hari Sabtu
no. kendaraan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
waktu
07.00 - 08.00
08.00 - 09.00
09.00 - 10.00
10.00 - 11.00
11.00 - 12.00
12.00 - 13.00
13.00 - 14.00
14.00 - 15.00
15.00 - 16.00
16.00 - 17.00
17.00 - 18.00
18.00 - 19.00
07 .13
07 .43
08 .06
08 .55
09 .25
09 .44
10 . 10
10 . 52
11 . 10
11 . 50
12 . 15
12 . 49
13 .10
13 .52
14 .10
14 .55
15 .12
15 .45
16 .15
16 .45
17 .15
17 .48
18 .25
jumlah
penumpang di
kendaraan
41
45
44
48
45
45
49
51
48
45
50
45
49
48
50
52
50
46
50
49
46
47
54
kapasitas
kendaraan
load factor
(%)
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
46.6
51.1
50.0
54.5
51.1
51.1
55.7
58.0
54.5
51.1
56.8
51.1
55.7
54.5
56.8
59.1
56.8
52.3
56.8
55.7
52.3
53.4
61.4
Rata-rata per
waktu
48.9
52.3
51.1
56.8
52.8
54.0
55.1
58.0
54.5
56.3
52.8
61.4
Tabel 4.22. Rekapitulasi Load Factor Medan - Sidikalang Hari Sabtu
waktu
load factor (%)
07.00-08.00
08.00-09.00
09.00-10.00
10.00-11.00
11.00-12.00
12.00-13.00
13.00-14.00
14.00-15.00
15.00-16.00
16.00-17.00
17.00-18.00
18.00-19.00
Total
rata-rata
48.9
52.3
51.1
56.8
52.8
54.0
55.1
58.0
54.5
56.3
52.8
61.4
654.0
54.5
load factor hari sabtu Medan - Sidikalang
70.0
60.0
Load Faktor (%)
50.0
40.0
30.0
20.0
10.0
0.0
Waktu
Gambar 4.19. Rekapitulasi Load Factor Medan - Sidikalang Hari Sabtu
Tabel 4.25. Load Factor Medan - Sidikalang Hari Minggu
no. kendaraan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
waktu
07.00 - 08.00
08.00 - 09.00
09.00 - 10.00
10.00 - 11.00
11.00 - 12.00
12.00 - 13.00
13.00 - 14.00
14.00 - 15.00
15.00 - 16.00
16.00 - 17.00
17.00 - 18.00
18.00 - 19.00
07 .29
07 .50
08 .21
08 .50
09 .25
09 .45
10 . 10
10 . 50
11 . 30
11 . 50
12 . 15
12 . 51
13 .13
13 .50
14 .10
14 .50
15 .20
15 .50
16 .25
16 .45
17 .05
17 .45
18 .25
jumlah
penumpang di
kendaraan
44
43
47
45
48
50
49
53
50
45
46
48
47
44
49
58
50
47
47
49
50
46
56
kapasitas
kendaraan
load factor
(%)
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
50.0
48.9
53.4
51.1
54.5
56.8
55.7
60.2
56.8
51.1
52.3
54.5
53.4
50.0
55.7
65.9
56.8
53.4
53.4
55.7
56.8
52.3
63.6
Rata-rata per
waktu
49.4
52.3
55.7
58.0
54.0
53.4
51.7
60.8
55.1
54.5
54.5
63.6
Tabel 4.26. Rekapitulasi Load Factor Medan - Sidikalang Hari Minggu
waktu
load factor (%)
07.00-08.00
08.00-09.00
09.00-10.00
10.00-11.00
11.00-12.00
12.00-13.00
13.00-14.00
14.00-15.00
15.00-16.00
16.00-17.00
17.00-18.00
18.00-19.00
Total
rata-rata
49.4
52.3
55.7
58.0
54.0
53.4
51.7
60.8
55.1
54.5
54.5
63.6
663.1
55.3
load factor hari minggu Medan - Sidikalang
70.0
60.0
Load Faktor (%)
50.0
40.0
30.0
20.0
10.0
0.0
Waktu
Gambar 4.21. Rekapitulasi Load Factor Medan - Sidikalang Hari Minggu
Tabel 4.61. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Senin
Column1
NO
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
Column2
Hari/Tanggal
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Column3
Pukul
07;20-09;35
07;50-09;46
08;15-10;30
08;45-10;50
09;10-11;15
09;40-11;45
10;15-12;20
10;46-12;44
11;08-13;38
11;25-13;10
12;05-14;15
12;25-14;53
13;10-15;25
13;40-15;35
14;20-16;30
14;45-16;44
15;05-17;25
15;35-17;59
16;10-18;22
16;45-18;41
17;25-19;25
17;45-19;50
18;05-20;10
Column4
Column5
Column6
Column7
Column8
F
Load Factor (%) TAB* (menit) headway
Capasity
P
P/(Cx0,7)
51.1
228
20
11
22
45.5
240
20
11
20
56.8
238
20
11
22
54.5
242
20
11
20
48.9
203
20
11
21
53.4
248
20
11
22
60.2
250
20
11
20
69.3
239
20
11
21
53.4
237
20
11
20
48.9
229
20
11
20
45.5
247
20
11
21
46.6
233
20
11
22
50.0
247
20
11
20
60.2
248
20
11
21
63.6
229
20
11
22
58.0
258
20
11
20
48.3
235
20
11
22
53.4
234
20
11
20
47.7
234
20
11
22
56.8
251
20
11
21
51.1
236
20
11
21
54.5
239
20
11
22
58.0
247
20
11
20
H
60/F
2.9
2.6
2.9
2.6
2.7
2.9
2.6
2.7
2.6
2.6
2.7
2.9
2.6
2.7
2.9
2.6
2.9
2.6
2.9
2.7
2.7
2.9
2.6
V
TAB*/H
21.0
23.1
21.0
23.1
22.0
21.0
23.1
22.0
23.1
23.1
22.0
21.0
23.1
22.0
21.0
23.1
21.0
23.1
21.0
22.0
22.0
21.0
23.1
10.9
10.4
11.3
10.5
9.2
11.8
10.8
10.9
10.3
9.9
11.2
11.1
10.7
11.3
10.9
11.2
11.2
10.1
11.1
11.4
10.7
11.4
10.7
Perhitungan Faktor Pembebanan dan Headway dari Medan-Sidikalang Hari Senin
25.0
20.0
15.0
H 60/F
V TAB*/H
10.0
Load factor
5.0
0.0
51.145.556.854.548.953.460.269.353.448.945.546.650.060.263.658.048.353.447.756.851.154.558.0
Gambar 4.27. Grafik Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Senin
Tabel 4.63. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Selasa
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
Column2
Hari/Tanggal
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Column3
Pukul
07;25-09;33
07;44-09;54
08;20-10;15
08;45-10;55
09;15-11;17
09;43-11;34
10;20-12;15
10;56-12;49
11;18-13;39
11;50-13;51
12;05-14;25
12;25-14;53
13;25-15;11
13;45-15;54
14;25-16;00
14;45-16;11
15;05-17;37
15;25-17;58
16;10-18;25
16;45-18;56
17;25-19;17
17;45-19;56
18;05-20;25
Column4
Column5
Load Factor (%)
TAB* (menit)
47.7
53.4
54.5
55.7
52.3
61.4
62.5
65.9
56.8
53.4
51.1
52.3
45.5
59.1
65.9
56.8
58.0
53.4
55.7
51.1
53.4
54.5
56.8
Column6
headway
231
233
239
241
254
232
238
239
246
231
234
238
241
233
233
243
250
232
238
233
247
232
233
Column7
Capasity
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
Column8
P
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
F
P/(Cx0,7)
21
21
21
21
20
20
20
20
20
20
21
21
21
21
21
21
21
21
21
20
20
20
20
H
60/F
2.7
2.7
2.7
2.7
2.6
2.6
2.6
2.6
2.6
2.6
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.6
2.6
2.6
2.6
V
TAB*/H
22.0
22.0
22.0
22.0
23.1
23.1
23.1
23.1
23.1
23.1
22.0
22.0
22.0
22.0
22.0
22.0
22.0
22.0
22.0
23.1
23.1
23.1
23.1
10.5
10.6
10.9
11.0
11.0
10.0
10.3
10.3
10.6
10.0
10.6
10.8
11.0
10.6
10.6
11.0
11.4
10.5
10.8
10.1
10.7
10.0
10.1
25.0
20.0
15.0
10.0
5.0
Load Factor
Column1
NO
0.0
Perhitungan Faktor Pembebanan dan Headway dari Medan-Sidikalang Hari Selasa
.0
.0
.0
H 60/F
V TAB*/H
.0
Load Factor
.0
.0
47.753.454.555.752.361.462.565.956.853.451.152.345.559.165.956.858.053.455.751.153.454.556.8
Gambar 4.29. Grafik Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Selasa
Tabel 4.65. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Rabu
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
Column2
Hari/Tanggal
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Column3
Pukul
07;11-09;36
07;42-09;57
08;14-10;15
08;55-10;45
09;15-11;17
09;55-11;57
10;35-12;29
10;52-12;58
11;10-13;15
11;50-13;52
12;15-14;23
12;49-14;42
13;10-15;19
13;52-15;49
14;10-16;16
14;55-16;48
15;12-17;15
15;45-17;47
16;15-18;17
16;45-18;46
17;15-19;19
17;48-19;45
18;25-20;29
Column4
Column5
Column6
Column7
Load Factor (%) TAB* (menit) headway
Capasity
48.9
290
20
53.4
231
20
56.8
233
20
54.5
249
20
53.4
232
20
54.5
239
20
60.2
247
20
55.7
246
20
54.5
229
20
51.1
235
20
52.3
230
20
53.4
250
20
55.7
229
20
56.8
237
20
58.0
250
20
68.2
246
20
56.8
237
20
53.4
235
20
54.5
248
20
53.4
247
20
55.7
239
20
56.8
231
20
64.8
245
20
Column8
P
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
F
P/(Cx0,7)
22
20
21
20
20
20
21
22
22
20
21
20
20
21
22
22
20
20
20
21
20
22
21
H
60/F
2.9
2.6
2.7
2.6
2.6
2.6
2.7
2.9
2.9
2.6
2.7
2.6
2.6
2.7
2.9
2.9
2.6
2.6
2.6
2.7
2.6
2.9
2.7
V
TAB*/H
21.0
23.1
22.0
23.1
23.1
23.1
22.0
21.0
21.0
23.1
22.0
23.1
23.1
22.0
21.0
21.0
23.1
23.1
23.1
22.0
23.1
21.0
22.0
13.8
10.0
10.6
10.8
10.0
10.3
11.2
11.7
10.9
10.2
10.5
10.8
9.9
10.8
11.9
11.7
10.3
10.2
10.7
11.2
10.3
11.0
11.1
Perhitun
25.0
20.0
15.0
10.0
5.0
Load Factor
Column1
NO
0.0
48.953.456.854.553.454.5
rhitungan Faktor Pembebanan dan Headway dari Medan-Sidikalang Hari Rabu
H 60/F
V TAB*/H
454.560.255.754.551.152.353.455.756.858.068.256.853.454.553.455.756.864.8
Gambar 4.31. Perhitungan Optimasi Faktor Pembebanan Headway Medan - SidikalangHari Rabu
Tabel 4.67. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Kamis
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
Column2
Hari/Tanggal
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
Column3
Pukul
07;10-09;12
07;40-09;50
08;00-10;03
08;35-10;42
09;15-11;23
09;43-11;59
10;10-12;15
10;50-12;52
11;30-13;55
11;50-13;52
12;15-14;23
12;51-14;42
13;13-15;09
13;50-15;48
14;10-16;06
14;50-16;46
15;20-17;15
15;50-17;43
16;25-18;17
16;45-18;36
17;05-19;11
17;45-19;43
18;25-20;27
Column4
Load Factor (%)
47.7
50.0
52.3
54.5
51.1
58.0
59.1
62.5
56.8
52.3
54.5
53.4
53.4
56.8
56.8
61.4
55.7
53.4
51.1
53.4
55.7
52.3
60.2
Column5
Column6
Column7
Column8
F
TAB* (menit)
headway
Capasity
P
P/(Cx0,7)
235
20
11
22
232
20
11
21
246
20
11
21
231
20
11
20
229
20
11
22
236
20
11
20
230
20
11
21
249
20
11
22
229
20
11
20
237
20
11
20
230
20
11
20
250
20
11
21
231
20
11
21
238
20
11
22
229
20
11
21
237
20
11
22
241
20
11
20
240
20
11
20
233
20
11
20
238
20
11
21
235
20
11
21
248
20
11
22
233
20
11
22
H
60/F
2.9
2.7
2.7
2.6
2.9
2.6
2.7
2.9
2.6
2.6
2.6
2.7
2.7
2.9
2.7
2.9
2.6
2.6
2.6
2.7
2.7
2.9
2.9
V
TAB*/H
21.0
22.0
22.0
23.1
21.0
23.1
22.0
21.0
23.1
23.1
23.1
22.0
22.0
21.0
22.0
21.0
23.1
23.1
23.1
22.0
22.0
21.0
21.0
P
11.2
10.5
11.2
10.0
10.9
10.2
10.5
11.9
9.9
10.3
10.0
11.4
10.5
11.3
10.4
11.3
10.4
10.4
10.1
10.8
10.7
11.8
11.1
25.0
20.0
15.0
10.0
5.0
Load Factor
Column1
NO
0.0
47.750.052.3
Perhitungan Faktor Pembebanan dan Headway dari Medan-Sidikalang Hari Kamis
H 60/F
V TAB*/H
.052.354.551.158.059.162.556.852.354.553.453.456.856.861.455.753.451.153.455.752.360.2
Gambar 4.33. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Kamis
Tabel 4.69. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Jumat
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
Column2
Hari/Tanggal
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Column3
Pukul
07;30-09;43
07;40-09;55
08;05-10;20
08;35-10;48
09;10-11;25
09;30-11;45
10;25-12;30
10;50-12;55
11;20-13;15
11;50-13;41
12;25-14;30
12;45-14;50
13;15-15;27
13;45-15;51
14;20-16;32
14;40-16;55
15;25-17;15
15;45-17;55
16;05-18;37
16;25-18;48
17;25-19;15
17;45-19;49
18;15-20;25
Column4
Column5
Load Factor (%)
TAB* (menit)
45.4
50.0
51.1
56.8
52.3
59.1
58.0
68.2
56.8
55.7
54.5
52.3
53.4
51.1
56.8
55.7
53.4
50.0
52.3
55.7
55.7
54.5
65.9
Column6
headway
237
238
230
239
238
231
234
239
230
238
233
239
235
234
233
238
232
237
239
238
235
239
237
Column7
Capasity
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
Column8
P
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
F
P/(Cx0,7)
20
20
20
20
20
20
20
21
21
21
21
21
21
20
20
20
21
21
21
21
20
20
20
H
60/F
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.7
2.7
2.7
2.7
2.7
2.7
2.6
2.6
2.6
2.7
2.7
2.7
2.7
2.6
2.6
2.6
V
TAB*/H
23.1
23.1
23.1
23.1
23.1
23.1
23.1
22.0
22.0
22.0
22.0
22.0
22.0
23.1
23.1
23.1
22.0
22.0
22.0
22.0
23.1
23.1
23.1
10.3
10.3
10.0
10.3
10.3
10.0
10.1
10.9
10.5
10.8
10.6
10.9
10.7
10.1
10.1
10.3
10.5
10.8
10.9
10.8
10.2
10.3
10.3
25.0
20.0
15.0
10.0
5.0
Load Factor
Column1
NO
0.0
Perhitungan Faktor Pembebanan dan Headway dari Medan-Sidikalang Hari jumat
25.0
20.0
15.0
H 60/F
V TAB*/H
10.0
Load Factor
5.0
0.0
45.450.051.156.852.359.158.068.256.855.754.552.353.451.156.855.753.450.052.355.755.754.565.9
Gambar 4.35. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Jumat
Tabel 4.71. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Sabtu
Column3
Pukul
07;13-09;17
07;43-09;55
08;06-10;13
08;55-10;44
09;25-11;27
09;44-11;39
10;10-12;15
10;52-12;58
11;10-13;15
11;50-13;52
12;15-14;23
12;49-14;42
13;10-15;19
13;52-15;49
14;10-16;16
14;55-16;48
15;12-17;15
15;45-17;47
16;15-18;17
16;45-18;46
17;15-19;19
17;48-19;45
18;25-20;29
Column4
Column5 Column6 Column7 Column8 F
Load Factor (%)
TAB* (menit)headway Capasity P
P/(Cx0,7)
46.6
238
20
11
101
51.1
238
20
11
101
50
238
20
11
101
54.5
232
20
11
101
51.1
233
20
11
101
51.1
236
20
11
80
55.7
236
20
11
80
58
233
20
11
80
54.5
230
20
11
62
51.1
232
20
11
62
56.8
231
20
11
54
51.1
233
20
11
54
55.7
237
20
11
54
54.5
231
20
11
76
56.8
231
20
11
76
59.1
235
20
11
76
56.8
233
20
11
63
52.3
238
20
11
63
56.8
231
20
11
63
55.7
239
20
11
51
52.3
239
20
11
51
53.4
238
20
11
51
61.4
236
20
11
121
H
60/F
22
22
22
22
22
22
21
21
21
21
22
22
22
22
22
20
20
20
20
20
20
22
22
V
TAB*/H
2.7
2.7
2.7
2.7
2.7
2.7
2.9
2.9
2.9
2.9
2.7
2.7
2.7
2.7
2.7
3.0
3.0
3.0
3.0
3.0
3.0
2.7
2.7
Perhitungan Faktor Pe
87.3
87.3
87.3
85.1
85.4
86.5
82.6
81.6
80.5
81.2
84.7
85.4
86.9
84.7
84.7
78.3
77.7
79.3
77.0
79.7
79.7
87.3
86.5
100.0
90.0
80.0
70.0
60.0
50.0
40.0
30.0
20.0
Load Factor
Column
Column2
NO Hari/Tanggal
1 Sabtu/13-09-2014
2 Sabtu/13-09-2014
3 Sabtu/13-09-2014
4 Sabtu/13-09-2014
5 Sabtu/13-09-2014
6 Sabtu/13-09-2014
7 Sabtu/13-09-2014
8 Sabtu/13-09-2014
9 Sabtu/13-09-2014
10 Sabtu/13-09-2014
11 Sabtu/13-09-2014
12 Sabtu/13-09-2014
13 Sabtu/13-09-2014
14 Sabtu/13-09-2014
15 Sabtu/13-09-2014
16 Sabtu/13-09-2014
17 Sabtu/13-09-2014
18 Sabtu/13-09-2014
19 Sabtu/13-09-2014
20 Sabtu/13-09-2014
21 Sabtu/13-09-2014
22 Sabtu/13-09-2014
23 Sabtu/13-09-2014
10.0
0.0
46.651.1 50 54.551.151.155.7 58 54.551.156.851.15
Gambar 4.37. Perhitung
or Pembebanan dan Headway dari Medan-Sidikalang Hari Sabtu
H 60/F
V TAB*/H
51.155.754.556.859.156.852.356.855.752.353.461.4
ungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Sabtu
Tabel 4.73. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Minggu
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
Column2
Hari/Tanggal
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2015
Minggu/14-09-2016
Minggu/14-09-2017
Minggu/14-09-2018
Minggu/14-09-2019
Column3
Pukul
07;29-09;35
07;50-09;47
08;21-10;17
08;50-10;43
09;25-11;17
09;45-11;36
10;10-12;15
10;50-12;52
11;30-13;55
11;50-13;52
12;15-14;23
12;51-14;42
13;13-15;09
13;50-15;48
14;10-16;06
14;50-16;46
15;20-17;15
15;50-17;43
16;25-18;17
16;45-18;36
17;05-19;11
17;45-19;43
18;25-20;27
Column4
Column5
Column6
Column7
Column8
F
Load Factor (%) TAB* (menit)
headway
Capasity
P
P/(Cx0,7)
50.0
231
20
11
20
48.9
245
20
11
20
53.4
238
20
11
20
51.1
229
20
11
20
54.5
230
20
11
20
56.8
243
20
11
21
55.7
241
20
11
21
60.2
235
20
11
21
56.8
229
20
11
21
51.1
241
20
11
21
52.3
238
20
11
21
54.5
230
20
11
20
53.4
245
20
11
20
50.0
229
20
11
20
55.7
234
20
11
20
65.9
238
20
11
22
56.8
239
20
11
22
53.4
243
20
11
22
53.4
245
20
11
22
55.7
233
20
11
22
56.8
229
20
11
22
52.3
240
20
11
21
63.6
233
20
11
21
H
60/F
2.6
2.6
2.6
2.6
2.6
2.7
2.7
2.7
2.7
2.7
2.7
2.6
2.6
2.6
2.6
2.9
2.9
2.9
2.9
2.9
2.9
2.7
2.7
V
TAB*/H
23.1
23.1
23.1
23.1
23.1
22.0
22.0
22.0
22.0
22.0
22.0
23.1
23.1
23.1
23.1
21.0
21.0
21.0
21.0
21.0
21.0
22.0
22.0
10.0
10.6
10.3
9.9
10.0
11.0
11.0
10.7
10.4
11.0
10.8
10.0
10.6
9.9
10.1
11.3
11.4
11.6
11.7
11.1
10.9
10.9
10.6
25
20
15
10
5.0
Load Factor
Column1
NO
0.0
Perhitungan Faktor Pembebanan dan Headway dari Medan-Sidikalang Hari Minggu
25.0
20.0
15.0
H 60/F
V TAB*/H
10.0
5.0
0.0
50.0
48.9
53.4
51.1
54.5
56.8
55.7
60.2
56.8
51.1
52.3
54.5
53.4
50.0
Gambar 4.39. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Minggu
55.7
65.9
56.8
53.4
Tabel 4.31. Load Factor Medan - Sidikalang Hari Senin
no.
kendaraan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
waktu
07.00 - 08.00
08.00 - 09.00
09.00 - 10.00
10.00 - 11.00
11.00 - 12.00
12.00 - 13.00
13.00 - 14.00
14.00 - 15.00
15.00 - 16.00
16.00 - 17.00
17.00 - 18.00
18.00 - 19.00
07 .29
07 .50
08 .21
08 .50
09 .25
09 .45
10 .10
10 .50
11 .30
11 .50
12 . 15
12 .51
13 .13
13 .50
14 .10
14 .50
15 .20
15 .50
16 .25
16 .45
17 .05
17 .45
18 .25
jumlah
penumpang di
kendaraan
42
43
45
44
59
57
46
45
42
43
41
44
49
50
57
58
47
46
43
48
49
51
59
kapasitas
kendaraan
load factor
(%)
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
47.7
48.9
51.1
50.0
67.0
64.8
52.3
51.1
47.7
48.9
46.6
50.0
55.7
56.8
64.8
65.9
53.4
52.3
48.9
54.5
55.7
58.0
67.0
Rata-rata per
waktu
48.3
50.6
65.9
51.7
48.3
48.3
56.3
65.3
52.8
51.7
56.8
67.0
Tabel 4.32. Rekapitulasi Load Factor Medan - Sidikalang Hari Senin
waktu
load factor (%)
07.00-08.00
08.00-09.00
09.00-10.00
10.00-11.00
11.00-12.00
12.00-13.00
13.00-14.00
14.00-15.00
15.00-16.00
16.00-17.00
17.00-18.00
18.00-19.00
Total
rata-rata
48.3
50.6
65.9
51.7
48.3
48.3
56.3
65.3
52.8
51.7
56.8
67.0
663.1
55.3
load factor hari senin Medan - Sidikalang
80.0
70.0
Load Faktor (%)
60.0
50.0
40.0
30.0
20.0
10.0
0.0
Waktu
Gambar 4.25. Rekapitulasi Load Factor Medan - Sidikalang Hari Senin
Tabel 4.35. Load Factor Medan - Sidikalang Hari Selasa
no.
kendaraan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
waktu
07.00 - 08.00
08.00 - 09.00
09.00 - 10.00
10.00 - 11.00
11.00 - 12.00
12.00 - 13.00
13.00 - 14.00
14.00 - 15.00
15.00 - 16.00
16.00 - 17.00
17.00 - 18.00
18.00 - 19.00
07 .10
07 .40
08 .00
08 .35
09 .15
09 .43
10 .10
10 .50
11 .30
11 .50
12 .15
12 .51
13 .13
13 .50
14 .10
14 .50
15 .20
15 .50
16 .25
16 .45
17 .05
17 .45
18 .25
jumlah
penumpang di
kendaraan
44
46
49
48
59
57
48
45
46
42
48
46
48
49
55
57
49
53
46
45
48
44
57
kapasitas
kendaraan
load factor (%)
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
50.0
52.3
55.7
54.5
67.0
64.8
54.5
51.1
52.3
47.7
54.5
52.3
54.5
55.7
62.5
64.8
55.7
60.2
52.3
51.1
54.5
50.0
64.8
Rata-rata
per waktu
51.1
55.1
65.9
52.8
50.0
53.4
55.1
63.6
58.0
51.7
52.3
64.8
Tabel 4.36. Rekapitulasi Load Factor Medan - Sidikalang Hari Selasa
waktu
load factor (%)
07.00-08.00
08.00-09.00
09.00-10.00
10.00-11.00
11.00-12.00
12.00-13.00
13.00-14.00
14.00-15.00
15.00-16.00
16.00-17.00
17.00-18.00
18.00-19.00
Total
rata-rata
51.1
55.1
65.9
52.8
50.0
53.4
55.1
63.6
58.0
51.7
52.3
64.8
673.9
56.2
load factor hari selasa Medan - Sidikalang
70.0
60.0
Load Faktor (%)
50.0
40.0
30.0
20.0
10.0
0.0
Waktu
Gambar 4.27. Rekapitulasi Load Factor Medan- Sidikalang Hari Selasa
Tabel 4.39. Load Factor Medan - Sidikalang Hari Rabu
no.
kendaraan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
waktu
07.00 - 08.00
08.00 - 09.00
09.00 - 10.00
10.00 - 11.00
11.00 - 12.00
12.00 - 13.00
13.00 - 14.00
14.00 - 15.00
15.00 - 16.00
16.00 - 17.00
17.00 - 18.00
18.00 - 19.00
07 .20
07 .43
08 .10
08 .50
09 .13
09 .51
10 .15
10 .40
11 .10
11 .50
12 .10
12 .46
13 .10
13 .40
14 .15
14 .53
15 .10
15 .42
16 .14
16 .55
17 .15
17 .55
18 .35
jumlah
penumpang di
kendaraan
46
43
48
45
54
57
51
44
49
46
46
48
48
47
54
57
51
49
43
47
48
50
59
kapasitas
kendaraan
load factor (%)
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
52.3
48.9
54.5
51.1
61.4
64.8
58.0
50.0
55.7
52.3
52.3
54.5
54.5
53.4
61.4
64.8
58.0
55.7
48.9
53.4
54.5
56.8
67.0
Rata-rata per
waktu
50.6
52.8
63.1
54.0
54.0
53.4
54.0
63.1
56.8
51.1
55.7
67.0
Tabel 4.40. Rekapitulasi Load Factor Medan - sidikalang Hari Rabu
waktu
load factor (%)
07.00-08.00
08.00-09.00
09.00-10.00
10.00-11.00
11.00-12.00
12.00-13.00
13.00-14.00
14.00-15.00
15.00-16.00
16.00-17.00
17.00-18.00
18.00-19.00
Total
rata-rata
50.6
52.8
63.1
54.0
54.0
53.4
54.0
63.1
56.8
51.1
55.7
67.0
675.6
56.3
load factor hari rabu Medan - Sidikalang
80.0
70.0
Load Faktor (%)
60.0
50.0
40.0
30.0
20.0
10.0
0.0
Waktu
Gambar 4.29. Rekapitulasi Load Factor Medan - Sidikalang Hari Rabu
Tabel 4.43. Load Factor Medan - Sidikalang Hari Kamis
no.
kendaraan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
waktu
07.00 - 08.00
08.00 - 09.00
09.00 - 10.00
10.00 - 11.00
11.00 - 12.00
12.00 - 13.00
13.00 - 14.00
14.00 - 15.00
15.00 - 16.00
16.00 - 17.00
17.00 - 18.00
18.00 - 19.00
07 .30
07 .40
08 .05
08 .35
09 .10
09 .30
10 .25
10 .50
11 .20
11 .50
12 .25
12 .45
13 .15
13 .45
14 .20
14 .40
15 .25
15 .45
16 .05
16 .25
17 .25
17 .45
18 .15
jumlah
penumpang di
kendaraan
40
45
46
49
50
55
47
48
49
48
47
47
50
48
53
55
50
48
47
46
47
49
51
kapasitas
kendaraan
load factor (%)
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
45.5
51.1
52.3
55.7
56.8
62.5
53.4
54.5
55.7
54.5
53.4
53.4
56.8
54.5
60.2
62.5
56.8
54.5
53.4
52.3
53.4
55.7
58.0
Rata-rata per
waktu
48.3
54.0
59.7
54.0
55.1
53.4
55.7
61.4
55.7
52.8
54.5
58.0
Tabel 4.44. Rekapitulasi Load Factor Medan - Sidikalang Hari Kamis
waktu
load factor (%)
07.00-08.00
08.00-09.00
09.00-10.00
10.00-11.00
11.00-12.00
12.00-13.00
13.00-14.00
14.00-15.00
15.00-16.00
16.00-17.00
17.00-18.00
18.00-19.00
Total
rata-rata
48.3
54.0
59.7
54.0
55.1
53.4
55.7
61.4
55.7
52.8
54.5
58.0
662.5
55.2
load factor hari kamis Medan - Sidikalang
70.0
60.0
Load Faktor (%)
50.0
40.0
30.0
20.0
10.0
0.0
Waktu
Gambar 4.31. Rekapitulasi Load Factor Medan - Sidikalang Hari Kamis
Tabel 4.47. Load Factor Medan - Sidikalang Hari Jumat
no.
kendaraan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
waktu
07.00 - 08.00
08.00 - 09.00
09.00 - 10.00
10.00 - 11.00
11.00 - 12.00
12.00 - 13.00
13.00 - 14.00
14.00 - 15.00
15.00 - 16.00
16.00 - 17.00
17.00 - 18.00
18.00 - 19.00
07 .25
07 .45
08 .05
08 .25
09 .25
09 .45
10 .25
10 .45
11 .15
11 .45
12 .20
12 .40
13 .10
13 .30
14 .25
14 .50
15 .20
15 .50
16 .30
16 .40
17 .05
17 .35
18 .35
jumlah
penumpang di
kendaraan
42
44
41
45
49
50
46
45
43
45
48
49
49
51
50
57
50
51
49
46
48
47
52
kapasitas
kendaraan
load factor
(%)
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
47.7
50.0
46.6
51.1
55.7
56.8
52.3
51.1
48.9
51.1
54.5
55.7
55.7
58.0
56.8
64.8
56.8
58.0
55.7
52.3
54.5
53.4
59.1
Rata-rata per
waktu
48.9
48.9
56.3
51.7
50.0
55.1
56.8
60.8
57.4
54.0
54.0
59.1
Tabel 4.48. Rekapitulasi Load Factor Medan-Sidikalang Hari Jumat
waktu
load factor (%)
07.00-08.00
08.00-09.00
09.00-10.00
10.00-11.00
11.00-12.00
12.00-13.00
13.00-14.00
14.00-15.00
15.00-16.00
16.00-17.00
17.00-18.00
18.00-19.00
Total
rata-rata
48.9
48.9
56.3
51.7
50.0
55.1
56.8
60.8
57.4
54.0
54.0
59.1
652.8
54.4
load factor hari jumat Medan - Sidikalang
70.0
60.0
Load Faktor (%)
50.0
40.0
30.0
20.0
10.0
0.0
Waktu
Gambar 4.33. Rekapitulasi Load Factor Medan - Sidikalang Hari Jumat
Tabel 4.51. Load Factor Medan - Sidikalang Hari Sabtu
no.
kendaraan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
waktu
07.00 - 08.00
08.00 - 09.00
09.00 - 10.00
10.00 - 11.00
11.00 - 12.00
12.00 - 13.00
13.00 - 14.00
14.00 - 15.00
15.00 - 16.00
16.00 - 17.00
17.00 - 18.00
18.00 - 19.00
07 .20
07 .50
08 .25
08 .55
09 .20
09 .45
10 .15
10 .46
11 .22
11 .54
12 .10
12 .45
13 .10
13 .55
14 .20
14 .40
15 .10
15 .15
16 .15
16 .50
17 .25
17 .45
18 .20
jumlah
penumpang di
kendaraan
44
43
46
48
49
51
48
45
47
49
48
49
47
50
50
49
47
49
50
47
47
49
52
kapasitas
kendaraan
load factor
(%)
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
50.0
48.9
52.3
54.5
55.7
58.0
54.5
51.1
53.4
55.7
54.5
55.7
53.4
56.8
56.8
55.7
53.4
55.7
56.8
53.4
53.4
55.7
59.1
Rata-rata per
waktu
49.4
53.4
56.8
52.8
54.5
55.1
55.1
56.3
54.5
55.1
54.5
59.1
Tabel 4.52. Rekapitulasi Load Factor Medan - Sidikalang Hari Sabtu
waktu
load factor (%)
07.00-08.00
08.00-09.00
09.00-10.00
10.00-11.00
11.00-12.00
12.00-13.00
13.00-14.00
14.00-15.00
15.00-16.00
16.00-17.00
17.00-18.00
18.00-19.00
Total
rata-rata
49.4
53.4
56.8
52.8
54.5
55.1
55.1
56.3
54.5
55.1
54.5
59.1
656.8
54.7
load factor hari sabtu Medan - Sidikalang
60.0
58.0
Load Faktor (%)
56.0
54.0
52.0
50.0
48.0
46.0
44.0
Waktu
Gambar 4.35. Rekapitulasi Load Factor Medan - Sidikalang Hari Sabtu
Tabel 4.55. Load Factor Medan - Sidikalang Hari Minggu
no.
kendaraan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
waktu
07.00 - 08.00
08.00 - 09.00
09.00 - 10.00
10.00 - 11.00
11.00 - 12.00
12.00 - 13.00
13.00 - 14.00
14.00 - 15.00
15.00 - 16.00
16.00 - 17.00
17.00 - 18.00
18.00 - 19.00
07 .14
07 .55
08 .15
08 .55
09 .13
09 .51
10 .15
10 .40
11 .10
11 .50
12 .10
12 .46
13 .10
13 .40
14 .15
14 .53
15 .10
15 .42
16 .14
16 .55
17 .15
17 .55
18 .35
jumlah
penumpang di
kendaraan
41
43
47
46
49
51
48
47
49
45
46
48
49
49
50
52
49
46
47
45
50
51
56
kapasitas
kendaraan
load factor
(%)
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
46.6
48.9
53.4
52.3
55.7
58.0
54.5
53.4
55.7
51.1
52.3
54.5
55.7
55.7
56.8
59.1
55.7
52.3
53.4
51.1
56.8
58.0
63.6
Rata-rata per
waktu
47.7
52.8
56.8
54.0
53.4
53.4
55.7
58.0
54.0
52.3
57.4
63.6
Tabel 4.56. Rekapitulasi Load Factor Medan - Sidikalang Hari Minggu
waktu
load factor (%)
07.00-08.00
08.00-09.00
09.00-10.00
10.00-11.00
11.00-12.00
12.00-13.00
13.00-14.00
14.00-15.00
15.00-16.00
16.00-17.00
17.00-18.00
18.00-19.00
Total
rata-rata
47.7
52.8
56.8
54.0
53.4
53.4
55.7
58.0
54.0
52.3
57.4
63.6
659.1
54.9
load factor hari minggu Medan - Sidikalang
70.0
60.0
Load Faktor (%)
50.0
40.0
30.0
20.0
10.0
0.0
Waktu
Gambar 4.37. Rekapitulasi Load Factor Medan - Sidikalang Hari Minggu
Tabel 4.59. Rekapitulasi Load Faktor Medan - Sidikalang Dalam Satu Minggu
nama hari
senin
selasa
rabu
kamis
jumat
sabtu
minggu
load factor (%)
total
rata-rata
663.1
55.3
673.9
56.2
675.6
56.3
662.5
55.2
652.8
54.4
656.8
54.7
659.1
54.9
load faktor Medan - Sidikalang
70.0
load factor (%)
60.0
50.0
55.3
56.2
senin
selasa
56.3
55.2
54.4
kamis
jumat
54.9
54.7
40.0
30.0
20.0
10.0
0.0
rabu
sabtu
minggu
hari
Gambar 4.39. Grafik load faktor Medan - Sidikalang dalam satu minggu
Tabel 4.60. Rekapitulasi Load Faktor Sidikalang - Medan Dalam Satu Minggu
nama hari
senin
selasa
rabu
kamis
jumat
sabtu
minggu
load factor (%)
total
rata-rata
686.9
57.2
683.0
56.9
683.5
57.0
649.4
54.1
653.4
54.5
669.9
55.8
652.8
54.4
load faktor Sidikalang - Medan
70.0
load factor (%)
60.0
50.0
57.2
56.9
57.0
54.1
54.5
55.8
54.4
kamis
jumat
sabtu
minggu
40.0
30.0
20.0
10.0
0.0
senin
selasa
rabu
hari
Gambar 4.40. Grafik load faktor Sidikalang - Medan dalam satu minggu
Tabel 4.85. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Sabtu
Column
Column2
NO Hari/Tanggal
1 Sabtu/13-09-2014
2 Sabtu/13-09-2014
3 Sabtu/13-09-2014
4 Sabtu/13-09-2014
5 Sabtu/13-09-2014
6 Sabtu/13-09-2014
7 Sabtu/13-09-2014
8 Sabtu/13-09-2014
9 Sabtu/13-09-2014
10 Sabtu/13-09-2014
11 Sabtu/13-09-2014
12 Sabtu/13-09-2014
13 Sabtu/13-09-2014
14 Sabtu/13-09-2014
15 Sabtu/13-09-2014
16 Sabtu/13-09-2014
17 Sabtu/13-09-2014
18 Sabtu/13-09-2014
19 Sabtu/13-09-2014
20 Sabtu/13-09-2014
21 Sabtu/13-09-2014
22 Sabtu/13-09-2014
23 Sabtu/13-09-2014
Column3
Pukul
07;20-09;35
07;50-09;57
08;25-10;45
08;55-10;52
09;20-11;20
09;45-11;44
10;15-12;25
10;46-12;46
11;22-13;44
11;54-13;56
12;10-14;29
12;45-14;56
13;10-15;17
13;55-15;52
14;20-16;13
14;40-16;55
15;10-17;25
15;15-17;35
16;15-18;30
16;50-18;50
17;25-19;28
17;45-19;53
18;20-20;35
Column4
Load Factor (%)
50.0
48.9
52.3
54.5
55.7
58.0
54.5
51.1
53.4
55.7
54.5
55.7
53.4
56.8
56.8
55.7
53.4
55.7
56.8
53.4
53.4
55.7
59.1
Column5 Column6 Column7 Column8 F
TAB* (menit)headway Capasity P
P/(Cx0,7)
230
20
11
101
224
20
11
101
239
20
11
101
229
20
11
101
231
20
11
101
237
20
11
80
230
20
11
80
238
20
11
80
241
20
11
62
235
20
11
62
243
20
11
54
232
20
11
54
231
20
11
54
237
20
11
76
241
20
11
76
245
20
11
76
230
20
11
63
229
20
11
63
238
20
11
63
240
20
11
51
239
20
11
51
243
20
11
51
245
20
11
121
H
60/F
13.1
13.1
13.1
13.1
13.1
10.4
10.4
10.4
8.1
8.1
7.0
7.0
7.0
9.9
9.9
9.9
8.2
8.2
8.2
6.6
6.6
6.6
15.7
V
TAB*/H
4.6
4.6
4.6
4.6
4.6
5.8
5.8
5.8
7.5
7.5
8.6
8.6
8.6
6.1
6.1
6.1
7.3
7.3
7.3
9.1
9.1
9.1
3.8
50.3
49.0
52.2
50.1
50.5
41.0
39.8
41.2
32.3
31.5
28.4
27.1
27.0
39.0
39.6
40.3
31.4
31.2
32.5
26.5
26.4
26.8
64.2
Perhitungan Faktor Pembebanan dan Headway dari Amplas-Uma Hari Sabtu
70.0
60.0
50.0
40.0
H 60/F
30.0
V TAB*/H
20.0
Load Factor
10.0
0.0
50.048.952.354.555.758.054.551.153.455.754.555.753.456.856.855.753.455.756.853.453.455.759.1
Gambar 4.65. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Sabtu
Tabel 4.87. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Minggu
Column1
NO
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
Column2
Hari/Tanggal
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Sabtu/13-09-2014
Sabtu/13-09-2014
Sabtu/13-09-2014
Sabtu/13-09-2014
Sabtu/13-09-2014
Column3
Pukul
07;14-09;15
07;55-09;45
08;15-10;17
08;55-10;57
09;13-11;19
09;51-11;47
10;15-12;09
10;40-12;37
11;10-13;17
11;50-13;53
12;10-14;19
12;46-14;48
13;10-15;12
13;40-15;52
14;15-16;17
14;53-16;58
15;10-17;36
15;42-17;57
16;14-18;15
16;55-18;45
17;15-19;17
17;55-19;57
18;35-20;29
Column4
Column5
Column6
Column7
Column8
F
Load Factor (%) TAB* (menit)
headway
Capasity
P
P/(Cx0,7)
46.6
235
20
11
32
48.9
239
20
11
38
53.4
231
20
11
39
52.3
240
20
11
53
55.7
245
20
11
53
58.0
229
20
11
10
54.5
233
20
11
54
53.4
230
20
11
54
55.7
227
20
11
32
51.1
238
20
11
91
52.3
225
20
11
91
54.5
239
20
11
119
55.7
240
20
11
119
55.7
231
20
11
119
56.8
243
20
11
30
59.1
245
20
11
30
55.7
244
20
11
30
52.3
238
20
11
111
53.4
240
20
11
67
51.1
231
20
11
67
56.8
230
20
11
67
58.0
239
20
11
117
63.6
244
20
11
117
H
60/F
4.2
4.9
5.1
6.9
6.9
1.3
7.0
7.0
4.2
11.8
11.8
15.5
15.5
15.5
3.9
3.9
3.9
14.4
8.7
8.7
8.7
15.2
15.2
V
TAB*/H
14.4
12.2
11.8
8.7
8.7
46.2
8.6
8.6
14.4
5.1
5.1
3.9
3.9
3.9
15.4
15.4
15.4
4.2
6.9
6.9
6.9
3.9
3.9
16.3
19.7
19.5
27.5
28.1
5.0
27.2
26.9
15.7
46.9
44.3
61.6
61.8
59.5
15.8
15.9
15.8
57.2
33.5
32.9
34.8
61.5
61.8
Perhitungan Faktor Pembebanan dan Headway dari Amplas-Uma Hari Minggu
70.0
60.0
50.0
40.0
H 60/F
30.0
V TAB*/H
20.0
Load Factor
10.0
0.0
46.6
48.9
53.4
52.3
55.7
58.0
54.5
53.4
55.7
51.1
52.3
54.5
55.7
55.7
56.8
Gambar 4.67. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Minggu
59.1
55.7
52.3
Tabel 4.75. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Senin
Column1
NO
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
Column2
Hari/Tanggal
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Column3
Pukul
07;29-09;35
07;50-09;47
08;21-10;17
08;50-10;43
09;25-11;17
09;45-11;36
10;10-12;15
10;50-12;52
11;30-13;55
11;50-13;52
12;15-14;23
12;51-14;42
13;13-15;09
13;50-15;48
14;10-16;06
14;50-16;46
15;20-17;15
15;50-17;43
16;25-18;17
16;45-18;36
17;05-19;11
17;45-19;43
18;25-20;27
Column4
Column5
Column6
Column7
Column8
F
Load Factor (%) TAB* (menit) headway
Capasity
P
P/(Cx0,7)
47.7
235
20
11
104
48.9
237
20
11
104
51.1
240
20
11
104
50.0
230
20
11
104
67.0
237
20
11
104
64.8
242
20
11
88
52.3
247
20
11
88
51.1
240
20
11
88
47.7
245
20
11
67
48.9
237
20
11
67
46.6
233
20
11
54
50.0
238
20
11
54
55.7
239
20
11
54
56.8
240
20
11
85
64.8
241
20
11
85
65.9
247
20
11
85
53.4
233
20
11
41
52.3
239
20
11
41
48.9
245
20
11
41
54.5
243
20
11
56
55.7
248
20
11
56
58.0
246
20
11
56
67.0
249
20
11
121
H
60/F
13.5
13.5
13.5
13.5
13.5
11.4
11.4
11.4
8.7
8.7
7.0
7.0
7.0
11.0
11.0
11.0
5.3
5.3
5.3
7.3
7.3
7.3
15.7
V
TAB*/H
4.4
4.4
4.4
4.4
4.4
5.3
5.3
5.3
6.9
6.9
8.6
8.6
8.6
5.4
5.4
5.4
11.3
11.3
11.3
8.3
8.3
8.3
3.8
52.9
53.4
54.0
51.8
53.4
46.1
47.0
45.7
35.5
34.4
27.2
27.8
27.9
44.2
44.3
45.4
20.7
21.2
21.7
29.5
30.1
29.8
65.2
Perhitungan Faktor Pembebanan dan Headway dari Amplas-Uma Hari Senin
60.0
50.0
40.0
H 60/F
30.0
V TAB*/H
Load factor
20.0
10.0
0.0
Gambar 4.55. Grafik Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Senin
Perhitungan Faktor Pembebanan dan Headway dari Amplas-Uma Hari Selasa
70.0
60.0
50.0
40.0
H 60/F
30.0
V TAB*/H
20.0
Load Factor
10.0
0.0
50.052.355.754.567.064.854.551.152.347.754.552.354.555.762.564.855.760.252.351.154.550.064.8
Tabel 4.79. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Rabu
Column1
NO
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
Column2
Hari/Tanggal
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Column3
Pukul
07;20-09;40
07;43-09;49
08;10-10;14
08;50-10;42
09;13-11;19
09;51-11;47
10;15-12;09
10;40-12;37
11;10-13;17
11;50-13;53
12;10-14;19
12;46-14;48
13;10-15;12
13;40-15;52
14;15-16;17
14;53-16;58
15;10-17;36
15;42-17;57
16;14-18;15
16;55-18;45
17;15-19;17
17;55-19;57
18;35-20;29
Column4
Load Factor (%)
52.3
48.9
54.5
51.1
61.4
64.8
58.0
50.0
55.7
52.3
52.3
54.5
54.5
53.4
61.4
64.8
58.0
55.7
48.9
53.4
54.5
56.8
67.0
Column5
Column6
Column7
TAB* (menit) headway
Capasity
230
20
228
20
231
20
237
20
235
20
225
20
239
20
233
20
240
20
236
20
242
20
239
20
243
20
245
20
231
20
236
20
233
20
243
20
230
20
245
20
241
20
237
20
240
20
Column8
P
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
F
P/(Cx0,7)
111
111
111
111
111
93
93
93
53
53
60
60
60
32
32
32
57
57
57
67
67
67
121
H
60/F
14.4
14.4
14.4
14.4
14.4
12.1
12.1
12.1
6.9
6.9
7.8
7.8
7.8
4.2
4.2
4.2
7.4
7.4
7.4
8.7
8.7
8.7
15.7
V
TAB*/H
4.2
4.2
4.2
4.2
4.2
5.0
5.0
5.0
8.7
8.7
7.7
7.7
7.7
14.4
14.4
14.4
8.1
8.1
8.1
6.9
6.9
6.9
3.8
Perhitungan Faktor Pembebanan dan Headway dari Amplas-Uma Hari Rabu
70.0
60.0
50.0
40.0
H 60/F
30.0
V TAB*/H
20.0
Load Factor
10.0
0.0
52.348.954.551.161.464.858.050.055.752.352.354.554.553.461.464.858.055.748.953.454.556.867.0
Gambar 4.59. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Rabu
55.3
54.8
55.5
56.9
56.5
45.3
48.1
46.9
27.5
27.1
31.4
31.0
31.6
17.0
16.0
16.3
28.7
30.0
28.4
35.5
35.0
34.4
62.9
Tabel 4.81. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Kamis
Column1
NO
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
Column2
Hari/Tanggal
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
Column3
Pukul
07;30-09;43
07;40-09;55
08;05-10;20
08;35-10;48
09;10-11;25
09;30-11;45
10;25-12;30
10;50-12;55
11;20-13;15
11;50-13;41
12;25-14;30
12;45-14;50
13;15-15;27
13;45-15;51
14;20-16;32
14;40-16;55
15;25-17;15
15;45-17;55
16;05-18;37
16;25-18;48
17;25-19;15
17;45-19;49
18;15-20;25
Column4
Load Factor (%)
45.5
51.1
52.3
55.7
56.8
62.5
53.4
54.5
55.7
54.5
53.4
53.4
56.8
54.5
60.2
62.5
56.8
54.5
53.4
52.3
53.4
55.7
58.0
Column5
Column6
Column7
Column8
F
TAB* (menit)
headway
Capasity
P
P/(Cx0,7)
225
20
11
117
230
20
11
117
237
20
11
117
236
20
11
117
239
20
11
117
233
20
11
57
241
20
11
57
243
20
11
57
240
20
11
67
232
20
11
67
238
20
11
61
229
20
11
61
245
20
11
61
237
20
11
76
243
20
11
76
230
20
11
76
240
20
11
47
229
20
11
47
238
20
11
47
241
20
11
34
245
20
11
34
243
20
11
34
246
20
11
116
H
60/F
15.2
15.2
15.2
15.2
15.2
7.4
7.4
7.4
8.7
8.7
7.9
7.9
7.9
9.9
9.9
9.9
6.1
6.1
6.1
4.4
4.4
4.4
15.1
V
TAB*/H
3.9
3.9
3.9
3.9
3.9
8.1
8.1
8.1
6.9
6.9
7.6
7.6
7.6
6.1
6.1
6.1
9.8
9.8
9.8
13.6
13.6
13.6
4.0
Perhitungan Faktor Pembebanan dan Headway dari Amplas-Uma Hari Kamis
70.0
60.0
50.0
40.0
H 60/F
30.0
V TAB*/H
20.0
Load Factor
10.0
0.0
45.551.152.355.756.862.553.454.555.754.553.453.456.854.560.262.556.854.553.452.353.455.758.0
Gambar 4.61. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Kamis
57.0
58.2
60.0
59.8
60.5
28.7
29.7
30.0
34.8
33.6
31.4
30.2
32.3
39.0
40.0
37.8
24.4
23.3
24.2
17.7
18.0
17.9
61.8
no.
kendaraan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
waktu
07.00 - 08.00
08.00 - 09.00
09.00 - 10.00
10.00 - 11.00
11.00 - 12.00
12.00 - 13.00
13.00 - 14.00
14.00 - 15.00
15.00 - 16.00
16.00 - 17.00
17.00 - 18.00
18.00 - 19.00
07 .20
07 .50
08 .15
08 .45
09 .10
09 .40
10 .15
10 .25
11 .08
11 .25
12 . 05
12 .25
13 .10
13 .40
14 .20
14 .45
15 .05
15 .35
16 .10
16 .45
17 .25
17 .45
18 .05
jumlah
penumpang di
kendaraan
45
40
50
48
43
47
53
61
47
43
40
41
44
53
56
51
49
47
42
50
45
48
51
kapasitas
kendaraan
load factor
(%)
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
51.1
45.5
56.8
54.5
48.9
53.4
60.2
69.3
53.4
48.9
45.5
46.6
50.0
60.2
63.6
58.0
48.3
53.4
47.7
56.8
51.1
54.5
58.0
Rata-rata per
waktu
48.3
55.7
51.1
64.8
51.1
46.0
55.1
60.8
50.9
52.3
52.8
58.0
Tabel 4.2. Rekapitulasi Load Factor Medan - Sidikalang Hari Senin
waktu
load factor (%)
07.00-08.00
08.00-09.00
09.00-10.00
10.00-11.00
11.00-12.00
12.00-13.00
13.00-14.00
14.00-15.00
15.00-16.00
16.00-17.00
17.00-18.00
18.00-19.00
Total
rata-rata
48.3
55.7
51.1
64.8
51.1
46.0
55.1
60.8
50.9
52.3
52.8
58.0
646.9
53.9
load factor hari senin Medan - Sidikalang
70.0
60.0
Load Faktor (%)
50.0
40.0
30.0
20.0
10.0
0.0
Waktu
Gambar 4.9. Rekapitulasi Load Factor Medan - Sidikalang Hari Senin
Tabel 4.5. Load Factor Medan - Sidikalang Hari Selasa
no.
kendaraan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
waktu
07.00 - 08.00
08.00 - 09.00
09.00 - 10.00
10.00 - 11.00
11.00 - 12.00
12.00 - 13.00
13.00 - 14.00
14.00 - 15.00
15.00 - 16.00
16.00 - 17.00
17.00 - 18.00
18.00 - 19.00
07 .25
07 .44
08 .20
08 .45
09 .15
09 .43
10 . 20
10 . 56
11 . 18
11 . 50
12 . 05
12 . 25
13 .25
13 .45
14 .25
14 .45
15 .05
15 .25
16 .10
16 .45
17 .25
17 .45
18 .05
jumlah
penumpang di
kendaraan
42
47
48
49
46
54
55
58
50
47
45
46
40
52
58
50
51
47
49
45
47
48
50
kapasitas
kendaraan
load factor (%)
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
47.7
53.4
54.5
55.7
52.3
61.4
62.5
65.9
56.8
53.4
51.1
52.3
45.5
59.1
65.9
56.8
58.0
53.4
55.7
51.1
53.4
54.5
56.8
Rata-rata per
waktu
50.6
55.1
56.8
64.2
55.1
51.7
52.3
61.4
55.7
53.4
54.0
56.8
Tabel 4.6. Rekapitulasi Load Factor Medan - Sidikalang Hari Selasa
waktu
load factor (%)
07.00-08.00
08.00-09.00
09.00-10.00
10.00-11.00
11.00-12.00
12.00-13.00
13.00-14.00
14.00-15.00
15.00-16.00
16.00-17.00
17.00-18.00
18.00-19.00
Total
rata-rata
50.6
55.1
56.8
64.2
55.1
51.7
52.3
61.4
55.7
53.4
54.0
56.8
667.0
55.6
load factor hari selasa Medan - Sidikalang
70.0
60.0
Load Faktor (%)
50.0
40.0
30.0
20.0
10.0
0.0
Waktu
Gambar 4.11. Rekapitulasi Load Factor Medan - Sidikalang Hari Selasa
Tabel 4.9. Load Factor Medan - Sidikalang Hari Rabu
no.
kendaraan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
waktu
07.00 - 08.00
08.00 - 09.00
09.00 - 10.00
10.00 - 11.00
11.00 - 12.00
12.00 - 13.00
13.00 - 14.00
14.00 - 15.00
15.00 - 16.00
16.00 - 17.00
17.00 - 18.00
18.00 - 19.00
07 .11
07 .42
08 .14
08 .55
09 .15
09 .55
10 . 35
10 . 52
11 . 10
11 . 50
12 . 15
12 . 49
13 .10
13 .52
14 .10
14 .55
15 .12
15 .45
16 .15
16 .45
17 .15
17 .48
18 .25
jumlah
penumpang di
kendaraan
43
47
50
48
47
48
53
49
48
45
46
47
49
50
51
60
50
47
48
47
49
50
57
kapasitas
kendaraan
load factor
(%)
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
48.9
53.4
56.8
54.5
53.4
54.5
60.2
55.7
54.5
51.1
52.3
53.4
55.7
56.8
58.0
68.2
56.8
53.4
54.5
53.4
55.7
56.8
64.8
Rata-rata per
waktu
51.1
55.7
54.0
58.0
52.8
52.8
56.3
63.1
55.1
54.0
56.3
64.8
Tabel 4.10. Rekapitulasi Load Factor Medan - Sidikalang Hari Rabu
waktu
load factor (%)
07.00-08.00
08.00-09.00
09.00-10.00
10.00-11.00
11.00-12.00
12.00-13.00
13.00-14.00
14.00-15.00
15.00-16.00
16.00-17.00
17.00-18.00
18.00-19.00
Total
rata-rata
51.1
55.7
54.0
58.0
52.8
52.8
56.3
63.1
55.1
54.0
56.3
64.8
673.9
56.2
load factor hari rabu Medan - Sidikalang
70.0
60.0
Load Faktor (%)
50.0
40.0
30.0
20.0
10.0
0.0
Waktu
Gambar 4.13. Rekapitulasi Load Factor Medan - Sidikalang Hari Rabu
Tabel 4.13. Load Factor Medan - Sidikalang Hari Kamis
no.
kendaraan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
waktu
07.00 - 08.00
08.00 - 09.00
09.00 - 10.00
10.00 - 11.00
11.00 - 12.00
12.00 - 13.00
13.00 - 14.00
14.00 - 15.00
15.00 - 16.00
16.00 - 17.00
17.00 - 18.00
18.00 - 19.00
07 .10
07 .40
08 .00
08 .35
09 .15
09 .43
10 . 10
10 . 50
11 . 30
11 . 50
12 . 15
12 . 51
13 .13
13 .50
14 .10
14 .50
15 .20
15 .50
16 .25
16 .45
17 .05
17 .45
18 .25
jumlah
penumpang di
kendaraan
42
44
46
48
45
51
52
55
50
46
48
47
47
50
50
54
49
47
45
47
49
46
53
kapasitas
kendaraan
load factor (%)
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
47.7
50.0
52.3
54.5
51.1
58.0
59.1
62.5
56.8
52.3
54.5
53.4
53.4
56.8
56.8
61.4
55.7
53.4
51.1
53.4
55.7
52.3
60.2
Rata-rata per
waktu
48.9
53.4
54.5
60.8
54.5
54.0
55.1
59.1
54.5
52.3
54.0
60.2
Tabel 4.14. Rekapitulasi Load Factor Medan - Sidikalang Hari Kamis
waktu
07.00-08.00
08.00-09.00
09.00-10.00
10.00-11.00
11.00-12.00
12.00-13.00
13.00-14.00
14.00-15.00
15.00-16.00
16.00-17.00
17.00-18.00
18.00-19.00
Total
rata-rata
load factor (%)
48.9
53.4
54.5
60.8
54.5
54.0
55.1
59.1
54.5
52.3
54.0
60.2
661.4
55.1
load factor hari kamis Medan - Sidikalang
70.0
60.0
Load Faktor (%)
50.0
40.0
30.0
20.0
10.0
0.0
Waktu
Gambar 4.15. Rekapitulasi Load Factor Medan - Sidikalang Hari Kamis
Tabel 4.17. Load Factor Medan - Sidikalang Hari Jumat
no.
kendaraan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
waktu
07.00 - 08.00
08.00 - 09.00
09.00 - 10.00
10.00 - 11.00
11.00 - 12.00
12.00 - 13.00
13.00 - 14.00
14.00 - 15.00
15.00 - 16.00
16.00 - 17.00
17.00 - 18.00
18.00 - 19.00
07 .30
07 .40
08 .05
08 .35
09 .10
09 .30
10 . 25
10 . 50
11 . 20
11 . 50
12 . 25
12 . 45
13 .15
13 .45
14 .20
14 .40
15 .25
15 .45
16 .05
16 .25
17 .25
17 .45
18 .15
jumlah
penumpang di
kendaraan
40
44
45
50
46
52
51
60
50
49
48
46
47
45
50
49
47
44
46
49
49
48
58
kapasitas
kendaraan
load factor (%)
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
45.5
50.0
51.1
56.8
52.3
59.1
58.0
68.2
56.8
55.7
54.5
52.3
53.4
51.1
56.8
55.7
53.4
50.0
52.3
55.7
55.7
54.5
65.9
Rata-rata per
waktu
47.7
54.0
55.7
63.1
56.3
53.4
52.3
56.3
51.7
54.0
55.1
65.9
Tabel 4.18. Rekapitulasi Load Factor Medan - Sidikalang Hari Jumat
waktu
load factor (%)
07.00-08.00
08.00-09.00
09.00-10.00
10.00-11.00
11.00-12.00
12.00-13.00
13.00-14.00
14.00-15.00
15.00-16.00
16.00-17.00
17.00-18.00
18.00-19.00
Total
rata-rata
47.7
54.0
55.7
63.1
56.3
53.4
52.3
56.3
51.7
54.0
55.1
65.9
665.3
55.4
load factor hari jumat Medan - Sidikalang
70.0
60.0
Load Faktor (%)
50.0
40.0
30.0
20.0
10.0
0.0
Waktu
Gambar 4.17. Rekapitulasi Load Factor Medan - Sidikalang Hari Jumat
Tabel 4.21. Load Factor Medan - Sidikalang Hari Sabtu
no. kendaraan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
waktu
07.00 - 08.00
08.00 - 09.00
09.00 - 10.00
10.00 - 11.00
11.00 - 12.00
12.00 - 13.00
13.00 - 14.00
14.00 - 15.00
15.00 - 16.00
16.00 - 17.00
17.00 - 18.00
18.00 - 19.00
07 .13
07 .43
08 .06
08 .55
09 .25
09 .44
10 . 10
10 . 52
11 . 10
11 . 50
12 . 15
12 . 49
13 .10
13 .52
14 .10
14 .55
15 .12
15 .45
16 .15
16 .45
17 .15
17 .48
18 .25
jumlah
penumpang di
kendaraan
41
45
44
48
45
45
49
51
48
45
50
45
49
48
50
52
50
46
50
49
46
47
54
kapasitas
kendaraan
load factor
(%)
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
46.6
51.1
50.0
54.5
51.1
51.1
55.7
58.0
54.5
51.1
56.8
51.1
55.7
54.5
56.8
59.1
56.8
52.3
56.8
55.7
52.3
53.4
61.4
Rata-rata per
waktu
48.9
52.3
51.1
56.8
52.8
54.0
55.1
58.0
54.5
56.3
52.8
61.4
Tabel 4.22. Rekapitulasi Load Factor Medan - Sidikalang Hari Sabtu
waktu
load factor (%)
07.00-08.00
08.00-09.00
09.00-10.00
10.00-11.00
11.00-12.00
12.00-13.00
13.00-14.00
14.00-15.00
15.00-16.00
16.00-17.00
17.00-18.00
18.00-19.00
Total
rata-rata
48.9
52.3
51.1
56.8
52.8
54.0
55.1
58.0
54.5
56.3
52.8
61.4
654.0
54.5
load factor hari sabtu Medan - Sidikalang
70.0
60.0
Load Faktor (%)
50.0
40.0
30.0
20.0
10.0
0.0
Waktu
Gambar 4.19. Rekapitulasi Load Factor Medan - Sidikalang Hari Sabtu
Tabel 4.25. Load Factor Medan - Sidikalang Hari Minggu
no. kendaraan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
waktu
07.00 - 08.00
08.00 - 09.00
09.00 - 10.00
10.00 - 11.00
11.00 - 12.00
12.00 - 13.00
13.00 - 14.00
14.00 - 15.00
15.00 - 16.00
16.00 - 17.00
17.00 - 18.00
18.00 - 19.00
07 .29
07 .50
08 .21
08 .50
09 .25
09 .45
10 . 10
10 . 50
11 . 30
11 . 50
12 . 15
12 . 51
13 .13
13 .50
14 .10
14 .50
15 .20
15 .50
16 .25
16 .45
17 .05
17 .45
18 .25
jumlah
penumpang di
kendaraan
44
43
47
45
48
50
49
53
50
45
46
48
47
44
49
58
50
47
47
49
50
46
56
kapasitas
kendaraan
load factor
(%)
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
50.0
48.9
53.4
51.1
54.5
56.8
55.7
60.2
56.8
51.1
52.3
54.5
53.4
50.0
55.7
65.9
56.8
53.4
53.4
55.7
56.8
52.3
63.6
Rata-rata per
waktu
49.4
52.3
55.7
58.0
54.0
53.4
51.7
60.8
55.1
54.5
54.5
63.6
Tabel 4.26. Rekapitulasi Load Factor Medan - Sidikalang Hari Minggu
waktu
load factor (%)
07.00-08.00
08.00-09.00
09.00-10.00
10.00-11.00
11.00-12.00
12.00-13.00
13.00-14.00
14.00-15.00
15.00-16.00
16.00-17.00
17.00-18.00
18.00-19.00
Total
rata-rata
49.4
52.3
55.7
58.0
54.0
53.4
51.7
60.8
55.1
54.5
54.5
63.6
663.1
55.3
load factor hari minggu Medan - Sidikalang
70.0
60.0
Load Faktor (%)
50.0
40.0
30.0
20.0
10.0
0.0
Waktu
Gambar 4.21. Rekapitulasi Load Factor Medan - Sidikalang Hari Minggu
Tabel 4.61. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Senin
Column1
NO
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
Column2
Hari/Tanggal
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Senin/8-09-2014
Column3
Pukul
07;20-09;35
07;50-09;46
08;15-10;30
08;45-10;50
09;10-11;15
09;40-11;45
10;15-12;20
10;46-12;44
11;08-13;38
11;25-13;10
12;05-14;15
12;25-14;53
13;10-15;25
13;40-15;35
14;20-16;30
14;45-16;44
15;05-17;25
15;35-17;59
16;10-18;22
16;45-18;41
17;25-19;25
17;45-19;50
18;05-20;10
Column4
Column5
Column6
Column7
Column8
F
Load Factor (%) TAB* (menit) headway
Capasity
P
P/(Cx0,7)
51.1
228
20
11
22
45.5
240
20
11
20
56.8
238
20
11
22
54.5
242
20
11
20
48.9
203
20
11
21
53.4
248
20
11
22
60.2
250
20
11
20
69.3
239
20
11
21
53.4
237
20
11
20
48.9
229
20
11
20
45.5
247
20
11
21
46.6
233
20
11
22
50.0
247
20
11
20
60.2
248
20
11
21
63.6
229
20
11
22
58.0
258
20
11
20
48.3
235
20
11
22
53.4
234
20
11
20
47.7
234
20
11
22
56.8
251
20
11
21
51.1
236
20
11
21
54.5
239
20
11
22
58.0
247
20
11
20
H
60/F
2.9
2.6
2.9
2.6
2.7
2.9
2.6
2.7
2.6
2.6
2.7
2.9
2.6
2.7
2.9
2.6
2.9
2.6
2.9
2.7
2.7
2.9
2.6
V
TAB*/H
21.0
23.1
21.0
23.1
22.0
21.0
23.1
22.0
23.1
23.1
22.0
21.0
23.1
22.0
21.0
23.1
21.0
23.1
21.0
22.0
22.0
21.0
23.1
10.9
10.4
11.3
10.5
9.2
11.8
10.8
10.9
10.3
9.9
11.2
11.1
10.7
11.3
10.9
11.2
11.2
10.1
11.1
11.4
10.7
11.4
10.7
Perhitungan Faktor Pembebanan dan Headway dari Medan-Sidikalang Hari Senin
25.0
20.0
15.0
H 60/F
V TAB*/H
10.0
Load factor
5.0
0.0
51.145.556.854.548.953.460.269.353.448.945.546.650.060.263.658.048.353.447.756.851.154.558.0
Gambar 4.27. Grafik Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Senin
Tabel 4.63. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Selasa
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
Column2
Hari/Tanggal
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Selasa/9-09-2014
Column3
Pukul
07;25-09;33
07;44-09;54
08;20-10;15
08;45-10;55
09;15-11;17
09;43-11;34
10;20-12;15
10;56-12;49
11;18-13;39
11;50-13;51
12;05-14;25
12;25-14;53
13;25-15;11
13;45-15;54
14;25-16;00
14;45-16;11
15;05-17;37
15;25-17;58
16;10-18;25
16;45-18;56
17;25-19;17
17;45-19;56
18;05-20;25
Column4
Column5
Load Factor (%)
TAB* (menit)
47.7
53.4
54.5
55.7
52.3
61.4
62.5
65.9
56.8
53.4
51.1
52.3
45.5
59.1
65.9
56.8
58.0
53.4
55.7
51.1
53.4
54.5
56.8
Column6
headway
231
233
239
241
254
232
238
239
246
231
234
238
241
233
233
243
250
232
238
233
247
232
233
Column7
Capasity
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
Column8
P
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
F
P/(Cx0,7)
21
21
21
21
20
20
20
20
20
20
21
21
21
21
21
21
21
21
21
20
20
20
20
H
60/F
2.7
2.7
2.7
2.7
2.6
2.6
2.6
2.6
2.6
2.6
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.7
2.6
2.6
2.6
2.6
V
TAB*/H
22.0
22.0
22.0
22.0
23.1
23.1
23.1
23.1
23.1
23.1
22.0
22.0
22.0
22.0
22.0
22.0
22.0
22.0
22.0
23.1
23.1
23.1
23.1
10.5
10.6
10.9
11.0
11.0
10.0
10.3
10.3
10.6
10.0
10.6
10.8
11.0
10.6
10.6
11.0
11.4
10.5
10.8
10.1
10.7
10.0
10.1
25.0
20.0
15.0
10.0
5.0
Load Factor
Column1
NO
0.0
Perhitungan Faktor Pembebanan dan Headway dari Medan-Sidikalang Hari Selasa
.0
.0
.0
H 60/F
V TAB*/H
.0
Load Factor
.0
.0
47.753.454.555.752.361.462.565.956.853.451.152.345.559.165.956.858.053.455.751.153.454.556.8
Gambar 4.29. Grafik Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Selasa
Tabel 4.65. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Rabu
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
Column2
Hari/Tanggal
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Column3
Pukul
07;11-09;36
07;42-09;57
08;14-10;15
08;55-10;45
09;15-11;17
09;55-11;57
10;35-12;29
10;52-12;58
11;10-13;15
11;50-13;52
12;15-14;23
12;49-14;42
13;10-15;19
13;52-15;49
14;10-16;16
14;55-16;48
15;12-17;15
15;45-17;47
16;15-18;17
16;45-18;46
17;15-19;19
17;48-19;45
18;25-20;29
Column4
Column5
Column6
Column7
Load Factor (%) TAB* (menit) headway
Capasity
48.9
290
20
53.4
231
20
56.8
233
20
54.5
249
20
53.4
232
20
54.5
239
20
60.2
247
20
55.7
246
20
54.5
229
20
51.1
235
20
52.3
230
20
53.4
250
20
55.7
229
20
56.8
237
20
58.0
250
20
68.2
246
20
56.8
237
20
53.4
235
20
54.5
248
20
53.4
247
20
55.7
239
20
56.8
231
20
64.8
245
20
Column8
P
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
F
P/(Cx0,7)
22
20
21
20
20
20
21
22
22
20
21
20
20
21
22
22
20
20
20
21
20
22
21
H
60/F
2.9
2.6
2.7
2.6
2.6
2.6
2.7
2.9
2.9
2.6
2.7
2.6
2.6
2.7
2.9
2.9
2.6
2.6
2.6
2.7
2.6
2.9
2.7
V
TAB*/H
21.0
23.1
22.0
23.1
23.1
23.1
22.0
21.0
21.0
23.1
22.0
23.1
23.1
22.0
21.0
21.0
23.1
23.1
23.1
22.0
23.1
21.0
22.0
13.8
10.0
10.6
10.8
10.0
10.3
11.2
11.7
10.9
10.2
10.5
10.8
9.9
10.8
11.9
11.7
10.3
10.2
10.7
11.2
10.3
11.0
11.1
Perhitun
25.0
20.0
15.0
10.0
5.0
Load Factor
Column1
NO
0.0
48.953.456.854.553.454.5
rhitungan Faktor Pembebanan dan Headway dari Medan-Sidikalang Hari Rabu
H 60/F
V TAB*/H
454.560.255.754.551.152.353.455.756.858.068.256.853.454.553.455.756.864.8
Gambar 4.31. Perhitungan Optimasi Faktor Pembebanan Headway Medan - SidikalangHari Rabu
Tabel 4.67. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Kamis
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
Column2
Hari/Tanggal
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
Column3
Pukul
07;10-09;12
07;40-09;50
08;00-10;03
08;35-10;42
09;15-11;23
09;43-11;59
10;10-12;15
10;50-12;52
11;30-13;55
11;50-13;52
12;15-14;23
12;51-14;42
13;13-15;09
13;50-15;48
14;10-16;06
14;50-16;46
15;20-17;15
15;50-17;43
16;25-18;17
16;45-18;36
17;05-19;11
17;45-19;43
18;25-20;27
Column4
Load Factor (%)
47.7
50.0
52.3
54.5
51.1
58.0
59.1
62.5
56.8
52.3
54.5
53.4
53.4
56.8
56.8
61.4
55.7
53.4
51.1
53.4
55.7
52.3
60.2
Column5
Column6
Column7
Column8
F
TAB* (menit)
headway
Capasity
P
P/(Cx0,7)
235
20
11
22
232
20
11
21
246
20
11
21
231
20
11
20
229
20
11
22
236
20
11
20
230
20
11
21
249
20
11
22
229
20
11
20
237
20
11
20
230
20
11
20
250
20
11
21
231
20
11
21
238
20
11
22
229
20
11
21
237
20
11
22
241
20
11
20
240
20
11
20
233
20
11
20
238
20
11
21
235
20
11
21
248
20
11
22
233
20
11
22
H
60/F
2.9
2.7
2.7
2.6
2.9
2.6
2.7
2.9
2.6
2.6
2.6
2.7
2.7
2.9
2.7
2.9
2.6
2.6
2.6
2.7
2.7
2.9
2.9
V
TAB*/H
21.0
22.0
22.0
23.1
21.0
23.1
22.0
21.0
23.1
23.1
23.1
22.0
22.0
21.0
22.0
21.0
23.1
23.1
23.1
22.0
22.0
21.0
21.0
P
11.2
10.5
11.2
10.0
10.9
10.2
10.5
11.9
9.9
10.3
10.0
11.4
10.5
11.3
10.4
11.3
10.4
10.4
10.1
10.8
10.7
11.8
11.1
25.0
20.0
15.0
10.0
5.0
Load Factor
Column1
NO
0.0
47.750.052.3
Perhitungan Faktor Pembebanan dan Headway dari Medan-Sidikalang Hari Kamis
H 60/F
V TAB*/H
.052.354.551.158.059.162.556.852.354.553.453.456.856.861.455.753.451.153.455.752.360.2
Gambar 4.33. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Kamis
Tabel 4.69. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Jumat
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
Column2
Hari/Tanggal
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Jumat/12-09-2014
Column3
Pukul
07;30-09;43
07;40-09;55
08;05-10;20
08;35-10;48
09;10-11;25
09;30-11;45
10;25-12;30
10;50-12;55
11;20-13;15
11;50-13;41
12;25-14;30
12;45-14;50
13;15-15;27
13;45-15;51
14;20-16;32
14;40-16;55
15;25-17;15
15;45-17;55
16;05-18;37
16;25-18;48
17;25-19;15
17;45-19;49
18;15-20;25
Column4
Column5
Load Factor (%)
TAB* (menit)
45.4
50.0
51.1
56.8
52.3
59.1
58.0
68.2
56.8
55.7
54.5
52.3
53.4
51.1
56.8
55.7
53.4
50.0
52.3
55.7
55.7
54.5
65.9
Column6
headway
237
238
230
239
238
231
234
239
230
238
233
239
235
234
233
238
232
237
239
238
235
239
237
Column7
Capasity
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
20
Column8
P
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
F
P/(Cx0,7)
20
20
20
20
20
20
20
21
21
21
21
21
21
20
20
20
21
21
21
21
20
20
20
H
60/F
2.6
2.6
2.6
2.6
2.6
2.6
2.6
2.7
2.7
2.7
2.7
2.7
2.7
2.6
2.6
2.6
2.7
2.7
2.7
2.7
2.6
2.6
2.6
V
TAB*/H
23.1
23.1
23.1
23.1
23.1
23.1
23.1
22.0
22.0
22.0
22.0
22.0
22.0
23.1
23.1
23.1
22.0
22.0
22.0
22.0
23.1
23.1
23.1
10.3
10.3
10.0
10.3
10.3
10.0
10.1
10.9
10.5
10.8
10.6
10.9
10.7
10.1
10.1
10.3
10.5
10.8
10.9
10.8
10.2
10.3
10.3
25.0
20.0
15.0
10.0
5.0
Load Factor
Column1
NO
0.0
Perhitungan Faktor Pembebanan dan Headway dari Medan-Sidikalang Hari jumat
25.0
20.0
15.0
H 60/F
V TAB*/H
10.0
Load Factor
5.0
0.0
45.450.051.156.852.359.158.068.256.855.754.552.353.451.156.855.753.450.052.355.755.754.565.9
Gambar 4.35. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Jumat
Tabel 4.71. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Sabtu
Column3
Pukul
07;13-09;17
07;43-09;55
08;06-10;13
08;55-10;44
09;25-11;27
09;44-11;39
10;10-12;15
10;52-12;58
11;10-13;15
11;50-13;52
12;15-14;23
12;49-14;42
13;10-15;19
13;52-15;49
14;10-16;16
14;55-16;48
15;12-17;15
15;45-17;47
16;15-18;17
16;45-18;46
17;15-19;19
17;48-19;45
18;25-20;29
Column4
Column5 Column6 Column7 Column8 F
Load Factor (%)
TAB* (menit)headway Capasity P
P/(Cx0,7)
46.6
238
20
11
101
51.1
238
20
11
101
50
238
20
11
101
54.5
232
20
11
101
51.1
233
20
11
101
51.1
236
20
11
80
55.7
236
20
11
80
58
233
20
11
80
54.5
230
20
11
62
51.1
232
20
11
62
56.8
231
20
11
54
51.1
233
20
11
54
55.7
237
20
11
54
54.5
231
20
11
76
56.8
231
20
11
76
59.1
235
20
11
76
56.8
233
20
11
63
52.3
238
20
11
63
56.8
231
20
11
63
55.7
239
20
11
51
52.3
239
20
11
51
53.4
238
20
11
51
61.4
236
20
11
121
H
60/F
22
22
22
22
22
22
21
21
21
21
22
22
22
22
22
20
20
20
20
20
20
22
22
V
TAB*/H
2.7
2.7
2.7
2.7
2.7
2.7
2.9
2.9
2.9
2.9
2.7
2.7
2.7
2.7
2.7
3.0
3.0
3.0
3.0
3.0
3.0
2.7
2.7
Perhitungan Faktor Pe
87.3
87.3
87.3
85.1
85.4
86.5
82.6
81.6
80.5
81.2
84.7
85.4
86.9
84.7
84.7
78.3
77.7
79.3
77.0
79.7
79.7
87.3
86.5
100.0
90.0
80.0
70.0
60.0
50.0
40.0
30.0
20.0
Load Factor
Column
Column2
NO Hari/Tanggal
1 Sabtu/13-09-2014
2 Sabtu/13-09-2014
3 Sabtu/13-09-2014
4 Sabtu/13-09-2014
5 Sabtu/13-09-2014
6 Sabtu/13-09-2014
7 Sabtu/13-09-2014
8 Sabtu/13-09-2014
9 Sabtu/13-09-2014
10 Sabtu/13-09-2014
11 Sabtu/13-09-2014
12 Sabtu/13-09-2014
13 Sabtu/13-09-2014
14 Sabtu/13-09-2014
15 Sabtu/13-09-2014
16 Sabtu/13-09-2014
17 Sabtu/13-09-2014
18 Sabtu/13-09-2014
19 Sabtu/13-09-2014
20 Sabtu/13-09-2014
21 Sabtu/13-09-2014
22 Sabtu/13-09-2014
23 Sabtu/13-09-2014
10.0
0.0
46.651.1 50 54.551.151.155.7 58 54.551.156.851.15
Gambar 4.37. Perhitung
or Pembebanan dan Headway dari Medan-Sidikalang Hari Sabtu
H 60/F
V TAB*/H
51.155.754.556.859.156.852.356.855.752.353.461.4
ungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Sabtu
Tabel 4.73. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Minggu
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
Column2
Hari/Tanggal
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2015
Minggu/14-09-2016
Minggu/14-09-2017
Minggu/14-09-2018
Minggu/14-09-2019
Column3
Pukul
07;29-09;35
07;50-09;47
08;21-10;17
08;50-10;43
09;25-11;17
09;45-11;36
10;10-12;15
10;50-12;52
11;30-13;55
11;50-13;52
12;15-14;23
12;51-14;42
13;13-15;09
13;50-15;48
14;10-16;06
14;50-16;46
15;20-17;15
15;50-17;43
16;25-18;17
16;45-18;36
17;05-19;11
17;45-19;43
18;25-20;27
Column4
Column5
Column6
Column7
Column8
F
Load Factor (%) TAB* (menit)
headway
Capasity
P
P/(Cx0,7)
50.0
231
20
11
20
48.9
245
20
11
20
53.4
238
20
11
20
51.1
229
20
11
20
54.5
230
20
11
20
56.8
243
20
11
21
55.7
241
20
11
21
60.2
235
20
11
21
56.8
229
20
11
21
51.1
241
20
11
21
52.3
238
20
11
21
54.5
230
20
11
20
53.4
245
20
11
20
50.0
229
20
11
20
55.7
234
20
11
20
65.9
238
20
11
22
56.8
239
20
11
22
53.4
243
20
11
22
53.4
245
20
11
22
55.7
233
20
11
22
56.8
229
20
11
22
52.3
240
20
11
21
63.6
233
20
11
21
H
60/F
2.6
2.6
2.6
2.6
2.6
2.7
2.7
2.7
2.7
2.7
2.7
2.6
2.6
2.6
2.6
2.9
2.9
2.9
2.9
2.9
2.9
2.7
2.7
V
TAB*/H
23.1
23.1
23.1
23.1
23.1
22.0
22.0
22.0
22.0
22.0
22.0
23.1
23.1
23.1
23.1
21.0
21.0
21.0
21.0
21.0
21.0
22.0
22.0
10.0
10.6
10.3
9.9
10.0
11.0
11.0
10.7
10.4
11.0
10.8
10.0
10.6
9.9
10.1
11.3
11.4
11.6
11.7
11.1
10.9
10.9
10.6
25
20
15
10
5.0
Load Factor
Column1
NO
0.0
Perhitungan Faktor Pembebanan dan Headway dari Medan-Sidikalang Hari Minggu
25.0
20.0
15.0
H 60/F
V TAB*/H
10.0
5.0
0.0
50.0
48.9
53.4
51.1
54.5
56.8
55.7
60.2
56.8
51.1
52.3
54.5
53.4
50.0
Gambar 4.39. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Minggu
55.7
65.9
56.8
53.4
Tabel 4.31. Load Factor Medan - Sidikalang Hari Senin
no.
kendaraan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
waktu
07.00 - 08.00
08.00 - 09.00
09.00 - 10.00
10.00 - 11.00
11.00 - 12.00
12.00 - 13.00
13.00 - 14.00
14.00 - 15.00
15.00 - 16.00
16.00 - 17.00
17.00 - 18.00
18.00 - 19.00
07 .29
07 .50
08 .21
08 .50
09 .25
09 .45
10 .10
10 .50
11 .30
11 .50
12 . 15
12 .51
13 .13
13 .50
14 .10
14 .50
15 .20
15 .50
16 .25
16 .45
17 .05
17 .45
18 .25
jumlah
penumpang di
kendaraan
42
43
45
44
59
57
46
45
42
43
41
44
49
50
57
58
47
46
43
48
49
51
59
kapasitas
kendaraan
load factor
(%)
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
47.7
48.9
51.1
50.0
67.0
64.8
52.3
51.1
47.7
48.9
46.6
50.0
55.7
56.8
64.8
65.9
53.4
52.3
48.9
54.5
55.7
58.0
67.0
Rata-rata per
waktu
48.3
50.6
65.9
51.7
48.3
48.3
56.3
65.3
52.8
51.7
56.8
67.0
Tabel 4.32. Rekapitulasi Load Factor Medan - Sidikalang Hari Senin
waktu
load factor (%)
07.00-08.00
08.00-09.00
09.00-10.00
10.00-11.00
11.00-12.00
12.00-13.00
13.00-14.00
14.00-15.00
15.00-16.00
16.00-17.00
17.00-18.00
18.00-19.00
Total
rata-rata
48.3
50.6
65.9
51.7
48.3
48.3
56.3
65.3
52.8
51.7
56.8
67.0
663.1
55.3
load factor hari senin Medan - Sidikalang
80.0
70.0
Load Faktor (%)
60.0
50.0
40.0
30.0
20.0
10.0
0.0
Waktu
Gambar 4.25. Rekapitulasi Load Factor Medan - Sidikalang Hari Senin
Tabel 4.35. Load Factor Medan - Sidikalang Hari Selasa
no.
kendaraan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
waktu
07.00 - 08.00
08.00 - 09.00
09.00 - 10.00
10.00 - 11.00
11.00 - 12.00
12.00 - 13.00
13.00 - 14.00
14.00 - 15.00
15.00 - 16.00
16.00 - 17.00
17.00 - 18.00
18.00 - 19.00
07 .10
07 .40
08 .00
08 .35
09 .15
09 .43
10 .10
10 .50
11 .30
11 .50
12 .15
12 .51
13 .13
13 .50
14 .10
14 .50
15 .20
15 .50
16 .25
16 .45
17 .05
17 .45
18 .25
jumlah
penumpang di
kendaraan
44
46
49
48
59
57
48
45
46
42
48
46
48
49
55
57
49
53
46
45
48
44
57
kapasitas
kendaraan
load factor (%)
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
50.0
52.3
55.7
54.5
67.0
64.8
54.5
51.1
52.3
47.7
54.5
52.3
54.5
55.7
62.5
64.8
55.7
60.2
52.3
51.1
54.5
50.0
64.8
Rata-rata
per waktu
51.1
55.1
65.9
52.8
50.0
53.4
55.1
63.6
58.0
51.7
52.3
64.8
Tabel 4.36. Rekapitulasi Load Factor Medan - Sidikalang Hari Selasa
waktu
load factor (%)
07.00-08.00
08.00-09.00
09.00-10.00
10.00-11.00
11.00-12.00
12.00-13.00
13.00-14.00
14.00-15.00
15.00-16.00
16.00-17.00
17.00-18.00
18.00-19.00
Total
rata-rata
51.1
55.1
65.9
52.8
50.0
53.4
55.1
63.6
58.0
51.7
52.3
64.8
673.9
56.2
load factor hari selasa Medan - Sidikalang
70.0
60.0
Load Faktor (%)
50.0
40.0
30.0
20.0
10.0
0.0
Waktu
Gambar 4.27. Rekapitulasi Load Factor Medan- Sidikalang Hari Selasa
Tabel 4.39. Load Factor Medan - Sidikalang Hari Rabu
no.
kendaraan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
waktu
07.00 - 08.00
08.00 - 09.00
09.00 - 10.00
10.00 - 11.00
11.00 - 12.00
12.00 - 13.00
13.00 - 14.00
14.00 - 15.00
15.00 - 16.00
16.00 - 17.00
17.00 - 18.00
18.00 - 19.00
07 .20
07 .43
08 .10
08 .50
09 .13
09 .51
10 .15
10 .40
11 .10
11 .50
12 .10
12 .46
13 .10
13 .40
14 .15
14 .53
15 .10
15 .42
16 .14
16 .55
17 .15
17 .55
18 .35
jumlah
penumpang di
kendaraan
46
43
48
45
54
57
51
44
49
46
46
48
48
47
54
57
51
49
43
47
48
50
59
kapasitas
kendaraan
load factor (%)
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
52.3
48.9
54.5
51.1
61.4
64.8
58.0
50.0
55.7
52.3
52.3
54.5
54.5
53.4
61.4
64.8
58.0
55.7
48.9
53.4
54.5
56.8
67.0
Rata-rata per
waktu
50.6
52.8
63.1
54.0
54.0
53.4
54.0
63.1
56.8
51.1
55.7
67.0
Tabel 4.40. Rekapitulasi Load Factor Medan - sidikalang Hari Rabu
waktu
load factor (%)
07.00-08.00
08.00-09.00
09.00-10.00
10.00-11.00
11.00-12.00
12.00-13.00
13.00-14.00
14.00-15.00
15.00-16.00
16.00-17.00
17.00-18.00
18.00-19.00
Total
rata-rata
50.6
52.8
63.1
54.0
54.0
53.4
54.0
63.1
56.8
51.1
55.7
67.0
675.6
56.3
load factor hari rabu Medan - Sidikalang
80.0
70.0
Load Faktor (%)
60.0
50.0
40.0
30.0
20.0
10.0
0.0
Waktu
Gambar 4.29. Rekapitulasi Load Factor Medan - Sidikalang Hari Rabu
Tabel 4.43. Load Factor Medan - Sidikalang Hari Kamis
no.
kendaraan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
waktu
07.00 - 08.00
08.00 - 09.00
09.00 - 10.00
10.00 - 11.00
11.00 - 12.00
12.00 - 13.00
13.00 - 14.00
14.00 - 15.00
15.00 - 16.00
16.00 - 17.00
17.00 - 18.00
18.00 - 19.00
07 .30
07 .40
08 .05
08 .35
09 .10
09 .30
10 .25
10 .50
11 .20
11 .50
12 .25
12 .45
13 .15
13 .45
14 .20
14 .40
15 .25
15 .45
16 .05
16 .25
17 .25
17 .45
18 .15
jumlah
penumpang di
kendaraan
40
45
46
49
50
55
47
48
49
48
47
47
50
48
53
55
50
48
47
46
47
49
51
kapasitas
kendaraan
load factor (%)
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
45.5
51.1
52.3
55.7
56.8
62.5
53.4
54.5
55.7
54.5
53.4
53.4
56.8
54.5
60.2
62.5
56.8
54.5
53.4
52.3
53.4
55.7
58.0
Rata-rata per
waktu
48.3
54.0
59.7
54.0
55.1
53.4
55.7
61.4
55.7
52.8
54.5
58.0
Tabel 4.44. Rekapitulasi Load Factor Medan - Sidikalang Hari Kamis
waktu
load factor (%)
07.00-08.00
08.00-09.00
09.00-10.00
10.00-11.00
11.00-12.00
12.00-13.00
13.00-14.00
14.00-15.00
15.00-16.00
16.00-17.00
17.00-18.00
18.00-19.00
Total
rata-rata
48.3
54.0
59.7
54.0
55.1
53.4
55.7
61.4
55.7
52.8
54.5
58.0
662.5
55.2
load factor hari kamis Medan - Sidikalang
70.0
60.0
Load Faktor (%)
50.0
40.0
30.0
20.0
10.0
0.0
Waktu
Gambar 4.31. Rekapitulasi Load Factor Medan - Sidikalang Hari Kamis
Tabel 4.47. Load Factor Medan - Sidikalang Hari Jumat
no.
kendaraan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
waktu
07.00 - 08.00
08.00 - 09.00
09.00 - 10.00
10.00 - 11.00
11.00 - 12.00
12.00 - 13.00
13.00 - 14.00
14.00 - 15.00
15.00 - 16.00
16.00 - 17.00
17.00 - 18.00
18.00 - 19.00
07 .25
07 .45
08 .05
08 .25
09 .25
09 .45
10 .25
10 .45
11 .15
11 .45
12 .20
12 .40
13 .10
13 .30
14 .25
14 .50
15 .20
15 .50
16 .30
16 .40
17 .05
17 .35
18 .35
jumlah
penumpang di
kendaraan
42
44
41
45
49
50
46
45
43
45
48
49
49
51
50
57
50
51
49
46
48
47
52
kapasitas
kendaraan
load factor
(%)
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
47.7
50.0
46.6
51.1
55.7
56.8
52.3
51.1
48.9
51.1
54.5
55.7
55.7
58.0
56.8
64.8
56.8
58.0
55.7
52.3
54.5
53.4
59.1
Rata-rata per
waktu
48.9
48.9
56.3
51.7
50.0
55.1
56.8
60.8
57.4
54.0
54.0
59.1
Tabel 4.48. Rekapitulasi Load Factor Medan-Sidikalang Hari Jumat
waktu
load factor (%)
07.00-08.00
08.00-09.00
09.00-10.00
10.00-11.00
11.00-12.00
12.00-13.00
13.00-14.00
14.00-15.00
15.00-16.00
16.00-17.00
17.00-18.00
18.00-19.00
Total
rata-rata
48.9
48.9
56.3
51.7
50.0
55.1
56.8
60.8
57.4
54.0
54.0
59.1
652.8
54.4
load factor hari jumat Medan - Sidikalang
70.0
60.0
Load Faktor (%)
50.0
40.0
30.0
20.0
10.0
0.0
Waktu
Gambar 4.33. Rekapitulasi Load Factor Medan - Sidikalang Hari Jumat
Tabel 4.51. Load Factor Medan - Sidikalang Hari Sabtu
no.
kendaraan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
waktu
07.00 - 08.00
08.00 - 09.00
09.00 - 10.00
10.00 - 11.00
11.00 - 12.00
12.00 - 13.00
13.00 - 14.00
14.00 - 15.00
15.00 - 16.00
16.00 - 17.00
17.00 - 18.00
18.00 - 19.00
07 .20
07 .50
08 .25
08 .55
09 .20
09 .45
10 .15
10 .46
11 .22
11 .54
12 .10
12 .45
13 .10
13 .55
14 .20
14 .40
15 .10
15 .15
16 .15
16 .50
17 .25
17 .45
18 .20
jumlah
penumpang di
kendaraan
44
43
46
48
49
51
48
45
47
49
48
49
47
50
50
49
47
49
50
47
47
49
52
kapasitas
kendaraan
load factor
(%)
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
50.0
48.9
52.3
54.5
55.7
58.0
54.5
51.1
53.4
55.7
54.5
55.7
53.4
56.8
56.8
55.7
53.4
55.7
56.8
53.4
53.4
55.7
59.1
Rata-rata per
waktu
49.4
53.4
56.8
52.8
54.5
55.1
55.1
56.3
54.5
55.1
54.5
59.1
Tabel 4.52. Rekapitulasi Load Factor Medan - Sidikalang Hari Sabtu
waktu
load factor (%)
07.00-08.00
08.00-09.00
09.00-10.00
10.00-11.00
11.00-12.00
12.00-13.00
13.00-14.00
14.00-15.00
15.00-16.00
16.00-17.00
17.00-18.00
18.00-19.00
Total
rata-rata
49.4
53.4
56.8
52.8
54.5
55.1
55.1
56.3
54.5
55.1
54.5
59.1
656.8
54.7
load factor hari sabtu Medan - Sidikalang
60.0
58.0
Load Faktor (%)
56.0
54.0
52.0
50.0
48.0
46.0
44.0
Waktu
Gambar 4.35. Rekapitulasi Load Factor Medan - Sidikalang Hari Sabtu
Tabel 4.55. Load Factor Medan - Sidikalang Hari Minggu
no.
kendaraan
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
waktu
07.00 - 08.00
08.00 - 09.00
09.00 - 10.00
10.00 - 11.00
11.00 - 12.00
12.00 - 13.00
13.00 - 14.00
14.00 - 15.00
15.00 - 16.00
16.00 - 17.00
17.00 - 18.00
18.00 - 19.00
07 .14
07 .55
08 .15
08 .55
09 .13
09 .51
10 .15
10 .40
11 .10
11 .50
12 .10
12 .46
13 .10
13 .40
14 .15
14 .53
15 .10
15 .42
16 .14
16 .55
17 .15
17 .55
18 .35
jumlah
penumpang di
kendaraan
41
43
47
46
49
51
48
47
49
45
46
48
49
49
50
52
49
46
47
45
50
51
56
kapasitas
kendaraan
load factor
(%)
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
46.6
48.9
53.4
52.3
55.7
58.0
54.5
53.4
55.7
51.1
52.3
54.5
55.7
55.7
56.8
59.1
55.7
52.3
53.4
51.1
56.8
58.0
63.6
Rata-rata per
waktu
47.7
52.8
56.8
54.0
53.4
53.4
55.7
58.0
54.0
52.3
57.4
63.6
Tabel 4.56. Rekapitulasi Load Factor Medan - Sidikalang Hari Minggu
waktu
load factor (%)
07.00-08.00
08.00-09.00
09.00-10.00
10.00-11.00
11.00-12.00
12.00-13.00
13.00-14.00
14.00-15.00
15.00-16.00
16.00-17.00
17.00-18.00
18.00-19.00
Total
rata-rata
47.7
52.8
56.8
54.0
53.4
53.4
55.7
58.0
54.0
52.3
57.4
63.6
659.1
54.9
load factor hari minggu Medan - Sidikalang
70.0
60.0
Load Faktor (%)
50.0
40.0
30.0
20.0
10.0
0.0
Waktu
Gambar 4.37. Rekapitulasi Load Factor Medan - Sidikalang Hari Minggu
Tabel 4.59. Rekapitulasi Load Faktor Medan - Sidikalang Dalam Satu Minggu
nama hari
senin
selasa
rabu
kamis
jumat
sabtu
minggu
load factor (%)
total
rata-rata
663.1
55.3
673.9
56.2
675.6
56.3
662.5
55.2
652.8
54.4
656.8
54.7
659.1
54.9
load faktor Medan - Sidikalang
70.0
load factor (%)
60.0
50.0
55.3
56.2
senin
selasa
56.3
55.2
54.4
kamis
jumat
54.9
54.7
40.0
30.0
20.0
10.0
0.0
rabu
sabtu
minggu
hari
Gambar 4.39. Grafik load faktor Medan - Sidikalang dalam satu minggu
Tabel 4.60. Rekapitulasi Load Faktor Sidikalang - Medan Dalam Satu Minggu
nama hari
senin
selasa
rabu
kamis
jumat
sabtu
minggu
load factor (%)
total
rata-rata
686.9
57.2
683.0
56.9
683.5
57.0
649.4
54.1
653.4
54.5
669.9
55.8
652.8
54.4
load faktor Sidikalang - Medan
70.0
load factor (%)
60.0
50.0
57.2
56.9
57.0
54.1
54.5
55.8
54.4
kamis
jumat
sabtu
minggu
40.0
30.0
20.0
10.0
0.0
senin
selasa
rabu
hari
Gambar 4.40. Grafik load faktor Sidikalang - Medan dalam satu minggu
Tabel 4.85. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Sabtu
Column
Column2
NO Hari/Tanggal
1 Sabtu/13-09-2014
2 Sabtu/13-09-2014
3 Sabtu/13-09-2014
4 Sabtu/13-09-2014
5 Sabtu/13-09-2014
6 Sabtu/13-09-2014
7 Sabtu/13-09-2014
8 Sabtu/13-09-2014
9 Sabtu/13-09-2014
10 Sabtu/13-09-2014
11 Sabtu/13-09-2014
12 Sabtu/13-09-2014
13 Sabtu/13-09-2014
14 Sabtu/13-09-2014
15 Sabtu/13-09-2014
16 Sabtu/13-09-2014
17 Sabtu/13-09-2014
18 Sabtu/13-09-2014
19 Sabtu/13-09-2014
20 Sabtu/13-09-2014
21 Sabtu/13-09-2014
22 Sabtu/13-09-2014
23 Sabtu/13-09-2014
Column3
Pukul
07;20-09;35
07;50-09;57
08;25-10;45
08;55-10;52
09;20-11;20
09;45-11;44
10;15-12;25
10;46-12;46
11;22-13;44
11;54-13;56
12;10-14;29
12;45-14;56
13;10-15;17
13;55-15;52
14;20-16;13
14;40-16;55
15;10-17;25
15;15-17;35
16;15-18;30
16;50-18;50
17;25-19;28
17;45-19;53
18;20-20;35
Column4
Load Factor (%)
50.0
48.9
52.3
54.5
55.7
58.0
54.5
51.1
53.4
55.7
54.5
55.7
53.4
56.8
56.8
55.7
53.4
55.7
56.8
53.4
53.4
55.7
59.1
Column5 Column6 Column7 Column8 F
TAB* (menit)headway Capasity P
P/(Cx0,7)
230
20
11
101
224
20
11
101
239
20
11
101
229
20
11
101
231
20
11
101
237
20
11
80
230
20
11
80
238
20
11
80
241
20
11
62
235
20
11
62
243
20
11
54
232
20
11
54
231
20
11
54
237
20
11
76
241
20
11
76
245
20
11
76
230
20
11
63
229
20
11
63
238
20
11
63
240
20
11
51
239
20
11
51
243
20
11
51
245
20
11
121
H
60/F
13.1
13.1
13.1
13.1
13.1
10.4
10.4
10.4
8.1
8.1
7.0
7.0
7.0
9.9
9.9
9.9
8.2
8.2
8.2
6.6
6.6
6.6
15.7
V
TAB*/H
4.6
4.6
4.6
4.6
4.6
5.8
5.8
5.8
7.5
7.5
8.6
8.6
8.6
6.1
6.1
6.1
7.3
7.3
7.3
9.1
9.1
9.1
3.8
50.3
49.0
52.2
50.1
50.5
41.0
39.8
41.2
32.3
31.5
28.4
27.1
27.0
39.0
39.6
40.3
31.4
31.2
32.5
26.5
26.4
26.8
64.2
Perhitungan Faktor Pembebanan dan Headway dari Amplas-Uma Hari Sabtu
70.0
60.0
50.0
40.0
H 60/F
30.0
V TAB*/H
20.0
Load Factor
10.0
0.0
50.048.952.354.555.758.054.551.153.455.754.555.753.456.856.855.753.455.756.853.453.455.759.1
Gambar 4.65. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Sabtu
Tabel 4.87. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Minggu
Column1
NO
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
Column2
Hari/Tanggal
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Minggu/14-09-2014
Sabtu/13-09-2014
Sabtu/13-09-2014
Sabtu/13-09-2014
Sabtu/13-09-2014
Sabtu/13-09-2014
Column3
Pukul
07;14-09;15
07;55-09;45
08;15-10;17
08;55-10;57
09;13-11;19
09;51-11;47
10;15-12;09
10;40-12;37
11;10-13;17
11;50-13;53
12;10-14;19
12;46-14;48
13;10-15;12
13;40-15;52
14;15-16;17
14;53-16;58
15;10-17;36
15;42-17;57
16;14-18;15
16;55-18;45
17;15-19;17
17;55-19;57
18;35-20;29
Column4
Column5
Column6
Column7
Column8
F
Load Factor (%) TAB* (menit)
headway
Capasity
P
P/(Cx0,7)
46.6
235
20
11
32
48.9
239
20
11
38
53.4
231
20
11
39
52.3
240
20
11
53
55.7
245
20
11
53
58.0
229
20
11
10
54.5
233
20
11
54
53.4
230
20
11
54
55.7
227
20
11
32
51.1
238
20
11
91
52.3
225
20
11
91
54.5
239
20
11
119
55.7
240
20
11
119
55.7
231
20
11
119
56.8
243
20
11
30
59.1
245
20
11
30
55.7
244
20
11
30
52.3
238
20
11
111
53.4
240
20
11
67
51.1
231
20
11
67
56.8
230
20
11
67
58.0
239
20
11
117
63.6
244
20
11
117
H
60/F
4.2
4.9
5.1
6.9
6.9
1.3
7.0
7.0
4.2
11.8
11.8
15.5
15.5
15.5
3.9
3.9
3.9
14.4
8.7
8.7
8.7
15.2
15.2
V
TAB*/H
14.4
12.2
11.8
8.7
8.7
46.2
8.6
8.6
14.4
5.1
5.1
3.9
3.9
3.9
15.4
15.4
15.4
4.2
6.9
6.9
6.9
3.9
3.9
16.3
19.7
19.5
27.5
28.1
5.0
27.2
26.9
15.7
46.9
44.3
61.6
61.8
59.5
15.8
15.9
15.8
57.2
33.5
32.9
34.8
61.5
61.8
Perhitungan Faktor Pembebanan dan Headway dari Amplas-Uma Hari Minggu
70.0
60.0
50.0
40.0
H 60/F
30.0
V TAB*/H
20.0
Load Factor
10.0
0.0
46.6
48.9
53.4
52.3
55.7
58.0
54.5
53.4
55.7
51.1
52.3
54.5
55.7
55.7
56.8
Gambar 4.67. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Minggu
59.1
55.7
52.3
Tabel 4.75. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Senin
Column1
NO
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
Column2
Hari/Tanggal
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Senin/9-03-2015
Column3
Pukul
07;29-09;35
07;50-09;47
08;21-10;17
08;50-10;43
09;25-11;17
09;45-11;36
10;10-12;15
10;50-12;52
11;30-13;55
11;50-13;52
12;15-14;23
12;51-14;42
13;13-15;09
13;50-15;48
14;10-16;06
14;50-16;46
15;20-17;15
15;50-17;43
16;25-18;17
16;45-18;36
17;05-19;11
17;45-19;43
18;25-20;27
Column4
Column5
Column6
Column7
Column8
F
Load Factor (%) TAB* (menit) headway
Capasity
P
P/(Cx0,7)
47.7
235
20
11
104
48.9
237
20
11
104
51.1
240
20
11
104
50.0
230
20
11
104
67.0
237
20
11
104
64.8
242
20
11
88
52.3
247
20
11
88
51.1
240
20
11
88
47.7
245
20
11
67
48.9
237
20
11
67
46.6
233
20
11
54
50.0
238
20
11
54
55.7
239
20
11
54
56.8
240
20
11
85
64.8
241
20
11
85
65.9
247
20
11
85
53.4
233
20
11
41
52.3
239
20
11
41
48.9
245
20
11
41
54.5
243
20
11
56
55.7
248
20
11
56
58.0
246
20
11
56
67.0
249
20
11
121
H
60/F
13.5
13.5
13.5
13.5
13.5
11.4
11.4
11.4
8.7
8.7
7.0
7.0
7.0
11.0
11.0
11.0
5.3
5.3
5.3
7.3
7.3
7.3
15.7
V
TAB*/H
4.4
4.4
4.4
4.4
4.4
5.3
5.3
5.3
6.9
6.9
8.6
8.6
8.6
5.4
5.4
5.4
11.3
11.3
11.3
8.3
8.3
8.3
3.8
52.9
53.4
54.0
51.8
53.4
46.1
47.0
45.7
35.5
34.4
27.2
27.8
27.9
44.2
44.3
45.4
20.7
21.2
21.7
29.5
30.1
29.8
65.2
Perhitungan Faktor Pembebanan dan Headway dari Amplas-Uma Hari Senin
60.0
50.0
40.0
H 60/F
30.0
V TAB*/H
Load factor
20.0
10.0
0.0
Gambar 4.55. Grafik Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Senin
Perhitungan Faktor Pembebanan dan Headway dari Amplas-Uma Hari Selasa
70.0
60.0
50.0
40.0
H 60/F
30.0
V TAB*/H
20.0
Load Factor
10.0
0.0
50.052.355.754.567.064.854.551.152.347.754.552.354.555.762.564.855.760.252.351.154.550.064.8
Tabel 4.79. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Rabu
Column1
NO
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
Column2
Hari/Tanggal
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Rabu/10-09-2014
Column3
Pukul
07;20-09;40
07;43-09;49
08;10-10;14
08;50-10;42
09;13-11;19
09;51-11;47
10;15-12;09
10;40-12;37
11;10-13;17
11;50-13;53
12;10-14;19
12;46-14;48
13;10-15;12
13;40-15;52
14;15-16;17
14;53-16;58
15;10-17;36
15;42-17;57
16;14-18;15
16;55-18;45
17;15-19;17
17;55-19;57
18;35-20;29
Column4
Load Factor (%)
52.3
48.9
54.5
51.1
61.4
64.8
58.0
50.0
55.7
52.3
52.3
54.5
54.5
53.4
61.4
64.8
58.0
55.7
48.9
53.4
54.5
56.8
67.0
Column5
Column6
Column7
TAB* (menit) headway
Capasity
230
20
228
20
231
20
237
20
235
20
225
20
239
20
233
20
240
20
236
20
242
20
239
20
243
20
245
20
231
20
236
20
233
20
243
20
230
20
245
20
241
20
237
20
240
20
Column8
P
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
F
P/(Cx0,7)
111
111
111
111
111
93
93
93
53
53
60
60
60
32
32
32
57
57
57
67
67
67
121
H
60/F
14.4
14.4
14.4
14.4
14.4
12.1
12.1
12.1
6.9
6.9
7.8
7.8
7.8
4.2
4.2
4.2
7.4
7.4
7.4
8.7
8.7
8.7
15.7
V
TAB*/H
4.2
4.2
4.2
4.2
4.2
5.0
5.0
5.0
8.7
8.7
7.7
7.7
7.7
14.4
14.4
14.4
8.1
8.1
8.1
6.9
6.9
6.9
3.8
Perhitungan Faktor Pembebanan dan Headway dari Amplas-Uma Hari Rabu
70.0
60.0
50.0
40.0
H 60/F
30.0
V TAB*/H
20.0
Load Factor
10.0
0.0
52.348.954.551.161.464.858.050.055.752.352.354.554.553.461.464.858.055.748.953.454.556.867.0
Gambar 4.59. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Rabu
55.3
54.8
55.5
56.9
56.5
45.3
48.1
46.9
27.5
27.1
31.4
31.0
31.6
17.0
16.0
16.3
28.7
30.0
28.4
35.5
35.0
34.4
62.9
Tabel 4.81. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Kamis
Column1
NO
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
Column2
Hari/Tanggal
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
kamis/11-09-2014
Column3
Pukul
07;30-09;43
07;40-09;55
08;05-10;20
08;35-10;48
09;10-11;25
09;30-11;45
10;25-12;30
10;50-12;55
11;20-13;15
11;50-13;41
12;25-14;30
12;45-14;50
13;15-15;27
13;45-15;51
14;20-16;32
14;40-16;55
15;25-17;15
15;45-17;55
16;05-18;37
16;25-18;48
17;25-19;15
17;45-19;49
18;15-20;25
Column4
Load Factor (%)
45.5
51.1
52.3
55.7
56.8
62.5
53.4
54.5
55.7
54.5
53.4
53.4
56.8
54.5
60.2
62.5
56.8
54.5
53.4
52.3
53.4
55.7
58.0
Column5
Column6
Column7
Column8
F
TAB* (menit)
headway
Capasity
P
P/(Cx0,7)
225
20
11
117
230
20
11
117
237
20
11
117
236
20
11
117
239
20
11
117
233
20
11
57
241
20
11
57
243
20
11
57
240
20
11
67
232
20
11
67
238
20
11
61
229
20
11
61
245
20
11
61
237
20
11
76
243
20
11
76
230
20
11
76
240
20
11
47
229
20
11
47
238
20
11
47
241
20
11
34
245
20
11
34
243
20
11
34
246
20
11
116
H
60/F
15.2
15.2
15.2
15.2
15.2
7.4
7.4
7.4
8.7
8.7
7.9
7.9
7.9
9.9
9.9
9.9
6.1
6.1
6.1
4.4
4.4
4.4
15.1
V
TAB*/H
3.9
3.9
3.9
3.9
3.9
8.1
8.1
8.1
6.9
6.9
7.6
7.6
7.6
6.1
6.1
6.1
9.8
9.8
9.8
13.6
13.6
13.6
4.0
Perhitungan Faktor Pembebanan dan Headway dari Amplas-Uma Hari Kamis
70.0
60.0
50.0
40.0
H 60/F
30.0
V TAB*/H
20.0
Load Factor
10.0
0.0
45.551.152.355.756.862.553.454.555.754.553.453.456.854.560.262.556.854.553.452.353.455.758.0
Gambar 4.61. Perhitungan Optimasi Faktor Pembebanan Headway Medan - Sidikalang Hari Kamis
57.0
58.2
60.0
59.8
60.5
28.7
29.7
30.0
34.8
33.6
31.4
30.2
32.3
39.0
40.0
37.8
24.4
23.3
24.2
17.7
18.0
17.9
61.8