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MUHAMMAD IRFAN BIN MD HAZMI
A167847
Projek Akhir LMCP1352 Asas-Asas Data Dalam Pengangkutan.
Pensyarah Kursus: PROF. DATO’ IR. DR. RIZA ATIQ ABDULLAH BIN O.K. RAHMAT
MUHAMMAD IRFAN BIN MD HAZMI
A167847
Projek Akhir LMCP1352 Asas-Asas Data Dalam Pengangkutan.
Pensyarah Kursus: PROF. DATO’ IR. DR. RIZA ATIQ ABDULLAH BIN O.K. RAHMAT
Berikut merupakan projek akhir bagi kursus asas-asas sains data dalam pengangkutan iaitu Cadangan Lebuh Raya Tol.
Nama Pelajar: Ahmad Zulirfan bin Ahmad Zamri
No Matriks: A168200
Nama Pensyarah: Prof. Dato'. Ir. Dr. Riza Atiq bin Orang Kaya Rahmat
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A164543 projek akhir asas sains data dalam pengangkutan
1. ASAS SAINS DATA DALAM
PENGANGKUTAN
(LMCP1352)
PROJEK AKHIR
NAMA : AIDA ZAHIRAH BINTI SAMSUDIN
NO MATRIK : A164543
NAMA PENSYARAH : PROF DATO IR DR RIZA ATIQ ABDULLAH BIN 0.K.RAHMAT
3. Bandar Rumah Luas
Lantai
A 16,500 1,050,000
B 19,000 1,290,000
C 31,000 1,940,000
D 27,000 1,850,000
E 21,500 1,430,000
F 17,500 1,230,000
Bandar Pengeluaran Penarikan
A 36,300 34,650
B 41,800 42,570
C 68,200 64,020
D 59,400 61,050
E 47,300 47,190
F 38,500 40,590
• Kadar Penarikan: 2.2 Setiap Rumah
• Kadar Pengeluaran : 3.3 Setiap 100m Per Luas Lantai
1)
KIRAKAN PENGELUARAN DAN PENARIKAN BAGI SETIAP BANDAR.
4. BANDAR PENGELUARAN PENARIKAN
A 36,300 34,650
B 41,800 42,570
C 68,200 64,020
D 59,400 61,050
E 47,300 47,190
F 38,500 40,590
BANDAR PENGELUARAN PENARIKAN
A 12418 11854
B 14300 14563
C 23332 21902
D 20321 20886
E 16182 16144
F 13171 13886
Pengeluaran/ Penarikan x 65% ÷1.9
2)
JIKA 65% PERJALANAN MENGGUNAKAN KERETA PERSENDIRIAN DAN
PURATA ISIKERETA IALAH 1.9 ORANG/KERETA, KIRAKAN
PENGELUARAN DAN PENARIKAN PERJALANAN KERETA BAGI SETIAP
BANDAR.
5. BANDAR PENARIKAN PENGELUARAN
A 12388 11883
B 14265 14599
C 23274 21956
D 20271 20937
E 16142 16184
F 13139 13920
JUMLAH
99479 99479
3)
KIRAKAN SEMULA PENGELUARAN DAN PENARIKAN SUPAYA JUMLAH
PENGELUARAN DAN PENARIKAN MENJADI SAMA.
6. 4)
KIRAKAN MATRIKS PERJALANAN ASALAN-TUJUAN
BANDAR A B C D E F PENGELUARAN
A 1,480 1,818 2,734 2,607 2,015 1,733 12,388
B 1,704 2,093 3,148 3,003 2,321 1,996 14,265
C 2,780 3,416 5,137 4,898 3,786 3,257 23,274
D 2,421 2,975 4,474 4,266 3,298 2,837 20,271
E 1,928 2,369 3,563 3,397 2,626 2,259 16,142
F 1,569 1,928 2,900 2,765 2,137 1,839 13,139
PENARIKAN 11,883 14,599 21,956 20,937 16,184 13,920 99,479
7. Purata: Pengeluaran + Penarikan
= 69,636
2
5)
JIKA 70% PERJALANAN ANTARA BANDAR MENGGUNAKAN LEBUH RAYA,
KIRAKAN SEMULA MATRIKS PERJALANAN ASAL- TUJUAN BAGI KERETA
YANG MELALUI LEBUH RAYA
BANDAR PENGELUARAN PENARIKAN
A 12,418 11,854
B 14,300 14,563
C 23,332 21,902
D 20,321 20,886
E 16,182 16,144
F 13,171 13,886
BANDAR RUMAH LUAS LANTAI
A 8,693 8,298
B 10,010 10,194
C 16,332 15,331
D 14,225 14,620
E 11,327 11,301
F 9,220 9,720
JUMLAH 69,807 69,464
8. PURATA PENGELUARAN DAN PENARIKAN = 69635
BANDAR PENGELUARAN PENARIKAN
A 8,672 8,318
B 9,985 10220
C 16,292 15,369
D 14,190 14,656
E 11,299 11,329
F 9,197 9,744
JUMLAH 69,635 69,635
9. Bandar A B C D E F Pengeluaran
A 1,036 1,273 1,914 1,825 1,411 1,213 8,671
B 1,193 1,465 2,204 2,102 1,624 1,397 9,985
C 1,946 2,391 3,596 3,429 2,651 2,280 16,292
D 1,695 2,082 3,132 2,987 2,308 1,986 14,190
E 1,350 1,658 2,494 2,378 1,838 1,581 11,300
F 1,099 1,350 2,030 1,936 1,496 1,287 9,197
Penarikan 8,318 10,219 15,369 14,656 11,329 9,744 69,636
MATRIKS-ASALAN DAN TUJUAN YANG BAHARU
TUJUAN
A
S
A
L
A
N
10. Bandar A B C D E F Umpukan
A 1,273 1,914 1,825 1,411 1,213 7,635
B 1,193 2,204 2,102 1,624 1,397 13,690
C 1,946 2,391 3,429 2,651 2,280 17,932
D 1,695 2,082 3,132 2,308 1,986 14,870
E 1,350 1,658 2,494 2,378 1,581 8,457
F 1,099 1,350 2,030 1,936 1,496
Umpukan 7,282 13,571 16,889 14,294 7,910
6)
UMPUKAN PERJALANAN LALU LINTAS DI ANTARA BANDAR-BANDAR
BAGI KEDUA-DUA ARAH
11.
12. Kadar yang perlu dibayar mengikut bandar adalah : Jarak x RM0.20
Jumlah kutipan per bandar adalah:
(Jarak x RM0.20) x Jumlah perjalanan kereta
7)
JIKA KADAR TOL YANG DIKENAKAN SEBANYAK RM0.20 BAGI SETIAP
KM, KIRAKAN JUMLAH KUTIPAN TOL
13. JUMLAH KUTIPAN TOL JIKA BERMULA DARI BANDAR A DAN BERAKHIR
DI BANDAR F
Bandar A B C D E F
Jumlah kereta
yang memasuki
tol
7,635 6,362 4,449 2,624 1,213
7,327 5,123 3,021 1,397
8,359 4,930 2,280
4,294 1,986
1,581
Jarak (km)
*0.20 (RM)
0 RM3.80 RM4.20 RM3.00 RM3.40 RM3.60
(RM) 0 29,013 57,496 53,793 50,556 30,443
Jumlah RM 221,302
14. JUMLAH KUTIPAN TOL JIKA BERMULA DARI BANDAR F DAN
BERAKHIR DIBANDAR A
Bandar A B C D E F
Jumlah kereta yang
memasuki tol
1,098 2,448 4,478 6,414 7,910
1,350 3,008 5,502 7,880
1,695 3,777 6,909
1,946 4,337
1,193
Jarak (KM)
*0.20 (RM)
RM 3.80 RM 4.20 RM 3.00 RM 3.40 RM 3.60 0
(RM) 26,671 56,995 50,666 48,599 28,476 0
Jumlah RM 212,408
Jumlah Kesemua Kutipan Tol= Jumlah Kutipan Tol Jika Bermula Dari Bandar A Dan Berakhir Di
Bandar F + Jumlah Kutipan Tol Jika Bermula Dari Bandar F Dan Berakhir Di Bandar A
= RM 221,302 + RM 212,408
= RM 433,709
15. SOALAN 8
PENGALIRAN LALU LINTAS YANG ANDA KIRA ADALAH
JUMLAH : 1904 JUMLAH : 1824
PERJALANAN SEHARI JIKA 30% PENGALIRAN INI ADALAH DALAM MASA SATU JAM
PUNCAK, KIRAKAN PENGALIRAN MAKSIMUM / JAM
Pengiraan Maksimum/ Jam = [ ( 70 / 100) X Perjalanan Dari Suatu Bandar ÷ 23
A B C D E F
PENGALIRANMAKSIMUM/JAM
232 194 135 80 37
223 160 92 43
254 150 69
131 60
48
A B C D E F
PENGALIRANMAKSIMUM/JAM
33 75 136 195 241
41 92 167 240
52 115 210
59 132
36
17. Bandar A Bandar F Bandar F Bandar A
10)
JIKA MUATAN JALAN RAYA ADALAH 1800 KERETA/JAM,
BERAPA LORONG LEBUH RAYA PATUT DIBINA?
JUMLAH
UMPUKAN
x 30%
JUMLAH
LORONG
YANG
DIPERLU
A → B 7635 2291 2
B → C 13690 4107 3
C → D 17932 5389 3
D → E 14780 4434 3
E → F 8457 2537 2
JUMLAH
UMPUKAN
x 30%
JUMLAH
LORONG
YANG
DIPERLU
F → E 7910
2373 2
E → D 14294
4288 3
D → C 16889
5067 3
C → B 13571
4071 3
B → A 7282
2185 2