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Pengaruh karakteristik parkir pada badan jalan terhadap arus lalu lintas (studi kasus: Jalan Jatinegara Barat) = The effect of on street parking characteristics on the traffic flow (case study : West Jatinegara Street)

Antho Thohirin; Nahry, supervisor; Heddy Rohandi Agah, supervisor; Siregar, Martha Leni, examiner; Tangkudung, Ellen Sophie Wulan, examiner (Fakultas Teknik Universitas Indonesia, 2014)

 Abstrak

[ABSTRAK
Penelitian ini dilakukan untuk mengetahui pengaruh karakteristik parkir pada
badan jalan terhadap arus lalu lintas di jalan Jatinegara Barat Jakarta (2 lajur 1
arah). Variabel karakteristik parkir yang digunakan adalah tingkat pergantian,
indeks aktifitas, indeks parkir, volume kendaraan masuk dan keluar, sedangkan
variabel karakteristik lalu lintas adalah pertambahan waktu tempuh kendaraan.
Pengumpulan data waktu tempuh untuk kondisi parkir diperoleh dari pengukuran
lapangan, sedangkan untuk kondisi tidak ada parkir diperoleh dengan kalibrasi
model Underwood (R2= 0,901). Hasil analisa didapat untuk tiap kelompok volume
kendaraan terdapat hubungan yang cukup kuat antara tingkat pergantian parkir
dengan pertambahan waktu tempuh. Bentuk hubungan tersebut yaitu untuk
volume 400-1000 smp/jam: y=2,802e1,381x (R2= 0,660); volume 1000-1200
smp/jam: y=1,497e2,476x (R2= 0,476); volume 1200-1350 smp/jam: y=3,646e2,519x
(R2= 0,559); volume 1350-1600 smp/jam: y=1,760e3,680x(R2= 0,629). Semakin
tinggi tingkat pergantian parkir (x) dan semakin besar volume kendaraan maka
semakin tinggi pula pertambahan waktu tempuh kendaraan (y).

ABSTRACT
The objective of study is to determine the effect of on-street parking
characteristics on the traffic flow characteristics on West Jatinegara Street Jakarta
(2 lanes 1 way). Parking variables that are used in the analysis are parking
turnover, parking activity index, parking index, flow in and flow out, while the
traffic flow variable isthe additional link travel time. Collecting the travel time
data for parking conditions derived from field measurements, whereas without
parking conditions are obtained using calibration of Underwood model
(R2=0,901). The results show of there is a quit eeffect parking turnover with
additional link travel time. Their relationship are as follows: for volume 400-1000
pcu/h: y = 2,802e1,381x(R2 = 0,660); volume 1000-1200 pcu/h: y=1,497e2,476x (R2=
0,476); volume 1200-1350 pcu/h:y=3,646e2,519x (R2= 0,559); volume 1350-1600
pcu/h: y= 1,760e3,680x(R2 = 0,629). The higher parking turnover (x) and the greater
volume of vehicles, the higher the additional link travel time(y).; The objective of study is to determine the effect of on-street parking
characteristics on the traffic flow characteristics on West Jatinegara Street Jakarta
(2 lanes 1 way). Parking variables that are used in the analysis are parking
turnover, parking activity index, parking index, flow in and flow out, while the
traffic flow variable isthe additional link travel time. Collecting the travel time
data for parking conditions derived from field measurements, whereas without
parking conditions are obtained using calibration of Underwood model
(R2=0,901). The results show of there is a quit eeffect parking turnover with
additional link travel time. Their relationship are as follows: for volume 400-1000
pcu/h: y = 2,802e1,381x(R2 = 0,660); volume 1000-1200 pcu/h: y=1,497e2,476x (R2=
0,476); volume 1200-1350 pcu/h:y=3,646e2,519x (R2= 0,559); volume 1350-1600
pcu/h: y= 1,760e3,680x(R2 = 0,629). The higher parking turnover (x) and the greater
volume of vehicles, the higher the additional link travel time(y)., The objective of study is to determine the effect of on-street parking
characteristics on the traffic flow characteristics on West Jatinegara Street Jakarta
(2 lanes 1 way). Parking variables that are used in the analysis are parking
turnover, parking activity index, parking index, flow in and flow out, while the
traffic flow variable isthe additional link travel time. Collecting the travel time
data for parking conditions derived from field measurements, whereas without
parking conditions are obtained using calibration of Underwood model
(R2=0,901). The results show of there is a quit eeffect parking turnover with
additional link travel time. Their relationship are as follows: for volume 400-1000
pcu/h: y = 2,802e1,381x(R2 = 0,660); volume 1000-1200 pcu/h: y=1,497e2,476x (R2=
0,476); volume 1200-1350 pcu/h:y=3,646e2,519x (R2= 0,559); volume 1350-1600
pcu/h: y= 1,760e3,680x(R2 = 0,629). The higher parking turnover (x) and the greater
volume of vehicles, the higher the additional link travel time(y).]

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 Metadata

No. Panggil : T42470
Entri utama-Nama orang :
Entri tambahan-Nama orang :
Entri tambahan-Nama badan :
Subjek :
Penerbitan : Depok: Fakultas Teknik Universitas Indonesia, 2014
Program Studi :
Bahasa : ind
Sumber Pengatalogan : LibUI ind rda
Tipe Konten : text
Tipe Media : unmediated ; computer
Tipe Carrier : volume ; online resource
Deskripsi Fisik : xvi, 114 pages : illustration ; 28 cm + appendix
Naskah Ringkas :
Lembaga Pemilik : Universitas Indonesia
Lokasi : Perpustakaan UI, Lantai 3
  • Ketersediaan
  • Ulasan
No. Panggil No. Barkod Ketersediaan
T42470 15-17-675251411 TERSEDIA
Ulasan:
Tidak ada ulasan pada koleksi ini: 20390242