Civil engineering

1. FAKULTAS TEKNIK JURUSAN SIPIL
UNIVERSITAS ISLAM SULTAN AGUNG (UNISSULA)
SEMARANG
Jl. Raya Kaligawe Km. 4 PO BOX 1054 Semarang 50112

2. CONSULTANT

3. RESEARCH OF FLY OVER AS A SOLUTION TO CONGESTIO
OF INTERSECTION JUNCTION
(Case Study: Jalan Jatingaleh Semarang)

4. Systematics of presentation
Background of study
Bibliography
Research methodology
Analysis
Summary

5. of
Background of Study

6. formulation of the
problem
The density of traffic flow, especially at
peak hours
The transportation problem, that is
traffic in the area of study
The existence of an intersection at
grade that is not signalized could
potentially cause delays
The various function of land use such
as Jatingaleh Market, office building
and BRT bus stop
The existance of side barriers such as
vehicle parking, vehicle turning
direction, and vehicles in and out of
main road
Effected to the occurance of Vehicle
slow down speed and queue
Traffic Management
Increasing the use of road capacity,
namely: road widening and or
interchange
CAUSE
MAIN PROBLEM
DUE TO
SOLUTION

7. Problems of study
 The characteristic of road and traffics
 Designing of interchange, such as :
1. Flyover
2. Underpass

8. Areas of study
Research location

9.  To identify the exsisting condition of the road
 To design a precise Fly Over
Research Objectives

10. 10
1. Road and Intersections
2. Traffic
3. Interchange
Bibliography

11. 1. Road and intersection
 Urban roads is a road that has a permanent and
continuous development throughout the year for
the entire or almost the entire way, at least on one
side of the road with a population of over 100,000
inhabitants. (MKJI, 1997)

12. 2. Traffic
 Traffic is time wasted on travel because of the
reduced speed within normal limits expressed in
units of minutes. (Hobbs,1997:107)

13. 3. Interchange
Interchange is the intersection with the traffic flow on the
main “kaki persimpangan” intersect spatially separated.
(Mujihartono, 2002 : 181)

14. RESEARCH METHODOLOGY

15. 15
The design of precise fly over
Inputs
direct observation
literature review
Typical Sequence of Phases in a Research
INPUT ANALYSIS
Highway Capacity
degree of Saturation
Delay
opportunities Queue
Traffic Flow Prediction
efficiency modeling :
Fly Over
Underpass
Fly Over-Underpass
Primary Data
Secondary Data
OUTPUT
Analysis
Quantitative Methods
descriptive
Conclusion

16.  Determining the observer that register all
vehicles that pass through the study site
 Recording the vehicle data of arrival and stop on
a long sheets
 Recording is done to get the number of vehicles
per hour
Data Collection Phase

17. Analysis of Existing Conditions

18. Current traffic conditions
effected by the vehicle that
turn to different direction
Side barrier that occurs at
the intersection of PLN
The Occurance of vehical flow (in
and out )of the toll booth and
Jatingaleh market

19. 32%
2%
66%
morning
LV
HV
MC 40%
2%
58%
afternoon
MC LV
HV
Type of Vehicle in Scale

22. The Analysis of road capasity on
Jatingaleh Intersections

23. The Analysis of Fly Over

24. The Picture of Fly Over 3D Shown
skecth-up

25. Basic design Fly Over to increase the number of road capacity

27. Comparison of flow reduction toward
Fly Over
Effectiveness Analysis of
Fly Over
Comparison of traffic conditions before
and after the existance Fly Over

28. The Analysis of Underpass

29. The picture Underpass -3D
shown (sketchup)

30. Comparison of Flow Reduction on
Underpass
Effectiveness
Analysis of
Underpass
Comparison of traffic conditions before and
after the existance of underpass

31. The Analysis of Fly Over-Underpas

32. The picture FO-U 3D shown
(sketchup)

33. Dua Underpass Untuk Urai
Jatingaleh

34. Model Underpass
Jatingaleh

35. Effectiveness Analysis of Fly Over-
Underpass Calculation of Flow Reduction
Fly Over-Underpass

36. Comparison of Fly Over, Underpass,
and Fly Over-Underpass

37. Result of Study

38. 1. Factors Causes Traffic :
• On site Activity
• Intersection at a grade
• Side barrier
Types of vehicle is dominated by motorcycles (MC)
2. From the 3 (three) Fly Over designs, that is fly over,
Underpass and combination Fly Over-Underpass, it is
found the precise fly over design.
Conclusion

39. Bagan Alir Tahun ke 1
Identifikasi
Karakteristik
Lalu Lintas
yang ada
Analisis
Kemacetan
berbasis
manajemen
transportasi
Kajian (Research)
model Flyover
•Golongan
kendaraan
•Jenis kendaraan
•Kendaraan
dominan
Geometrik Jalan
•Kelandaian
•Kelengkungan
•Elevasi
•Lebar jalan
•Model-model flyover
•Analisis masing-masing
model secara teknis dan
ekonomis
•Penentuan model
flyover yang multiguna
dan tepat sasaran
Luaran:
•Model Flyover berbasis
manajemen transportasi
•Seminar

40. Bagan Alir Tahun ke 2
Membuat
model
prototype
flyover yang
paling cocok
Simulasi
model flyover
berbasis
teknis &
ekonomis
Optimalisasi model
flyover berbasis
manajemen
transportasi
Maket flyover
Model 3 Dimensi
Flyover dan simulasi
lalu lintas
Luaran:
•Model Flyover yang
cocok dan berbasis
manajemen transportasi
•Seminar
•Buku Ajar

41. Kegiatan
Tahap (Tahun) Ke - 2
1 2 3 4 5 6 7 8 9 10
Perancangan
Prototipe
Pembuatan
Prototipe
Analisis dan
Pembahasan
Simulasi
Prototipe
Model 3 D
Penyusunan
Laporan
Penelitian
Buku Ajar

42. Thank you For Your Attention

43. Question & Answer

44. Alasan pemilihan judul : disesuaikan dg :
1. Rumusan permasalahan
2. output dari tujuan penelitian

45. CONTRACTOR

46. PROGRESS PELAKSANAAN Pembangunan Gedung Kuliah Bers
Yayasan Badan Wakaf Sultan Agung/Sugiyanto,ST/Semarang
Jl. Raya Kaligawe Km. 04 Semarang
YAYASAN BADAN WAKAF
SULTAN AGUNG

71. PROGRESS PELAKSANAAN Pembangunan Gedung Kuliah Bers
Yayasan Badan Wakaf Sultan Agung/Sugiyanto,ST/Semarang
Jl. Raya Kaligawe Km. 04 Semarang
YAYASAN BADAN WAKAF
SULTAN AGUNG

72. PEKERJAAN PENURUNAN PANCANG
PROSES PENURUNAN PANCANG PROSES PENURUNAN PANCANG
PROSES PENURUNAN PANCANG PROSES PENURUNAN PANCANG
Yayasan Badan Wakaf Sultan Agung/Sugiyanto,ST/Semarang

73. PEKERJAAN TIANG PANCANG
PROSES PENGELASAN PANCANG
PROSES AKIR MENDORONG DOLI
PROSES PENGELASAN PANCANG
PROSES PEMOTONGAN PANCANG
Yayasan Badan Wakaf Sultan Agung/Sugiyanto,ST/Semarang

74. PEKERJAAN TEST PDA
PROSES TEST PDA ( PILE DRIVING ANALYZER )
Tujuan : Untuk menentukan kapasitas Ultimate
PROSES TEST PDA ( PILE DRIVING ANALYZER )
Tujuan : Untuk menentukan kapasitas Ultimate
Yayasan Badan Wakaf Sultan Agung/Sugiyanto,ST/Semarang

75. PEKERJAAN PENGUKURAN DAN GALIAN TANAH
PROSES PENGUKURAN AREA LAPANGAN PROSES GALIAN TANAH
Yayasan Badan Wakaf Sultan Agung/Sugiyanto,ST/Semarang

76. PEKERJAAN STRUKTUR BAWAH
PROSES PENGECORAN LANTAI KERJA
PROSES PENGECORAN TUSUK KONDE
Yayasan Badan Wakaf Sultan Agung/Sugiyanto,ST/Semarang

77. PEKERJAAN PEMBESIAN
PEKERJAAN PEMBESIAN
PEKERJAAN PEMBESIAN
Yayasan Badan Wakaf Sultan Agung/Sugiyanto,ST/Semarang

78. PEKERJAAN BEGESTING DAN PEMBESIAN
PROSES BEGESTING DAN PEMBESIAN PILE CAP
PROSES PEMBESIAN KOLOM
Yayasan Badan Wakaf Sultan Agung/Sugiyanto,ST/Semarang

79. PEKERJAAN PEMBESIAN
PROSES PEMBESIAN KOLOM PROSES PEMBESIAN KOLOM
Yayasan Badan Wakaf Sultan Agung/Sugiyanto,ST/Semarang

80. PEKERJAAN PEMBESIAN BALOK BEAM
PROSES PEMBESIAN BALOK
PROSES PEMBESIAN BALOK
Yayasan Badan Wakaf Sultan Agung/Sugiyanto,ST/Semarang

81. METODE PELAKSANAAN Pembangunan Gedung Kuliah Bers
Yayasan Badan Wakaf Sultan Agung/Sugiyanto,ST/Semarang
Jl. Raya Kaligawe Km. 04 Semarang
YAYASAN BADAN WAKAF
SULTAN AGUNG

82. Yayasan Badan Wakaf Sultan Agung/Sugiyanto,ST/Semarang
52 135 52
135
15
L=45
M
/
FINAL
SET
100
5
5
150
Potongan P7
S k a l a 1 : 40
15
52 135 52
135
15
L=45
M
/
FINAL
SET
100
55
150
Potongan P7
S k a l a 1 : 40
15
METODE PELAKSANAAN PENGECORAN
ALTERNATIF 1
Pengecoran Pile Cap, Balok Beam dibawah plat lantai 1
Keuntungannya :
1. Mudah pelaksanaanya.
2. Begesting bisa digunakan 2 atau 3 kali
3. Lebih hemat anggaranya.
Kekurangannya :
1. Pengecoran antara plat dengan balok atau pilecap tidak
bersamaan sehingga tidak menyatu bersamaan.
2. Bila pengecoran plat lantai akan dikerjakan perlu pembersihan
dan memakai zat aditif tambahan biar menyatu.
3. Besi yang belum di cor kelihatan berserakan (pating nyrongot)
ALTERNATIF 2
Pengecoran Balok beam, Pile Cap dan plat lantai 1 bersamaan
Keuntungannya :
1. Pengecoran Pilecap,Balok Beam dan Plat menyatu dan rata.
2. Begesting tengah memakai dinding bataco
3. Anggaranya lebih mahal.
Kekurangannya :
1. Anggaran lebih mahal
2. Tanpa ada zat additif
3.
PILECAP
BALOK BEAM
Nama Pemilik : YAYASAN BADAN WA
Alamat : JL. Raya Kaligawe KM.04 Se
Lokasi Bang. : JL. Raya Kaligawe KM.
SEMARANG
Alamat :
Jl. Truntum IX/43 Tlogosari
Ir Sri Hartuti Wahyuningrum, MT
Nama :
DIGAMBAR PERENCA
PERENCANAAN
GEDUNG KULIAH BERSAMA
UNIVERSITAS ISLAM SULTAN AGU
SEMARANG
Semarang
LE
KETERANGAN
SKALA
KONSULTAN TEKNIK
PUSAT
KANTOR/STUDIO
ANGGOTA INKINDO
Perencana S
Jl. Truntum IX
Jl. Badak v N
Telp (024) 67
12201/P0562
CV. Studi Teknik
ST Semarang
CV. STUDI T
PILECAP
BALOK BEAM

83. TAHAP PENGECORAN 2 ( Cor PileCap, Balok, dan plat )
TAHAP PENGECORAN 1 ( Cor PileCap & Balok bawah plat )
1. Pembesian dan begesting Pilecap dan Beam sudah selesai diperiksa oleh direksi
2. Pengecoran Pilecap dan Beam di bawah plat lantai siap dilaksanakan
3. Jeda 2 minggu pelepasan begesting samping
4. Pemerataan tanah dan membuat lantai kerja
5. Pembesian plat lantai
6. Selesai pembesian plat lantai dilakukan pemeriksaan oleh direksi
7. Pengecoran Plat lantai siap dilaksanakan
Metode Pelaksanaan Pengecoran :
Yayasan Badan Wakaf Sultan Agung/Sugiyanto,ST/Semarang

84. 1. Bekisting setinggi 38 cm untu siklop diberi bekisting yang bekas
(tidak dilepas)
2. Setelah siklop di cor ( bekisting tidak usah dilepas )
3. Untuk mengurangi buang tanah yang banyak kemudian bagian tengah
diurug tanah sampai bawah lantai ( diatas pile cap kosong )
4. Tanah urugan di padatkan dengan stemper ( jangan sampai kena
beton siklop )
5. Lantai kerja peluran 5 cm
6. Pembesian plat lantai
7. Selesai pembesian plat lantai dilakukan pemeriksaan oleh direksi
8. Pengecoran Plat lantai siap dilaksanakan
Metode Pelaksanaan Pengurugan Tanah
dan Lantai kerja plat lantai :
Yayasan Badan Wakaf Sultan Agung/Sugiyanto,ST/Semarang