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56 Universitas Kristen Maranatha
LAMPIRAN I
FORMULIR SURVEI
57 Universitas Kristen Maranatha
L.1.1 FORMULIR SURVEI KEBISINGAN LALULINTAS
Lokasi : Cuaca :
Hari/Tanggal : Surveyor :
Periode /
menit Kebisingan
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
105
110
115
120
58 Universitas Kristen Maranatha
L.1.2 FORMULIR SURVEI VOLUME LALULINTAS
Lokasi : Cuaca :
Hari/Tanggal : Surveyor :
Periode /
5 menitan
Jenis Kendaraan
MC LV HV UMC
0 – 5
5 – 10
10 – 15
15 – 20
20 – 25
25 – 30
30 – 35
35 – 40
40 – 45
45 – 50
50 – 55
55 – 60
60 - 65
65 – 70
70 – 75
75 – 80
80 – 85
85 – 90
90 – 95
95 – 100
100 – 105
105 – 110
110 – 115
115 – 120
59 Universitas Kristen Maranatha
L.1.3 FORMULIR SURVEI KECEPATAN LALULINTAS
Lokasi : Cuaca :
Hari/Tanggal : Surveyor :
Jarak pengamatan : 50 meter
Periode / 5
menitan
Waktu Tempuh Kendaraan (detik)
MC LV HV
0 – 5
5 – 10
10 – 15
15 – 20
20 – 25
25 – 30
30 – 35
35 – 40
40 – 45
60 Universitas Kristen Maranatha
Periode / 5
menitan
Waktu Tempuh Kendaraan (detik)
MC LV HV
45 – 50
50 – 55
55 – 60
65 – 70
70 – 75
75 – 80
80 – 85
85 – 90
90 – 95
95 – 100
61 Universitas Kristen Maranatha
Periode / 5
menitan
Waktu Tempuh Kendaraan (detik)
MC LV HV
100 – 105
105 – 110
110 – 115
115 – 120
62 Universitas Kristen Maranatha
LAMPIRAN II
DATA SURVEI VOLUME LALULINTAS
63 Universitas Kristen Maranatha
L.2.1 Volume Lalulintas per 5 menit pagi arah Kopo-Soreang
Pukul Periode MC LV HV UMC
(kend) (kend) (kend) (kend) (kend)
07.00 - 07.05 1 169 59 1 2
07.05 - 07.10 2 184 42 4 0
07.10 - 07.15 3 202 51 5 0
07.15 - 07.20 4 162 103 4 0
07.20 - 07.25 5 221 152 3 0
07.25 - 07.30 6 184 49 2 0
07.30 - 07.35 7 189 58 1 0
07.35 - 07.40 8 222 52 3 3
07.40 - 07.45 9 197 45 7 0
07.45 - 07.50 10 197 43 6 0
07.50 - 07.55 11 189 33 7 1
07.55 - 08.00 12 210 44 4 0
08.00 - 08.05 13 176 72 5 0
08.05 - 08.10 14 180 57 8 1
08.10 - 08.15 15 170 32 7 1
08.15 - 08.20 16 156 83 5 2
08.20 - 08.25 17 154 44 2 0
08.25 - 08.30 18 155 49 8 1
08.30 - 08.35 19 129 47 5 0
08.35 - 08.40 20 145 52 4 0
08.40 -08.45 21 140 36 6 0
08.45 - 08.50 22 137 40 5 0
08.50 - 08.55 23 136 42 5 1
08.55 - 09.00 24 135 41 4 0
64 Universitas Kristen Maranatha
L.2.2 Volume Lalulintas per 5 menit pagi arah Soreang-Kopo
Pukul Periode MC LV HV UMC
(kend) (kend) (kend) (kend) (kend)
07.00 - 07.05 1 646 44 7 22
07.05 - 07.10 2 607 38 6 20
07.10 - 07.15 3 462 49 10 20
07.15 - 07.20 4 495 39 12 20
07.20 - 07.25 5 552 43 4 16
07.25 - 07.30 6 494 47 8 24
07.30 - 07.35 7 473 52 3 13
07.35 - 07.40 8 320 39 6 11
07.40 - 07.45 9 320 36 5 16
07.45 - 07.50 10 334 37 9 6
07.50 - 07.55 11 300 32 6 11
07.55 - 08.00 12 295 35 7 12
08.00 - 08.05 13 238 39 7 10
08.05 - 08.10 14 253 40 6 4
08.10 - 08.15 15 208 39 10 7
08.15 - 08.20 16 224 47 2 4
08.20 - 08.25 17 181 37 10 6
08.25 - 08.30 18 162 46 5 6
08.30 - 08.35 19 159 40 3 5
08.35 - 08.40 20 183 46 5 2
08.40 -08.45 21 184 40 9 5
08.45 - 08.50 22 159 42 7 5
08.50 - 08.55 23 167 46 3 4
08.55 - 09.00 24 170 39 7 4
65 Universitas Kristen Maranatha
L.2.3 Volume Lalulintas per 5 menit siang arah Kopo-Soreang
Pukul Periode MC LV HV UMC
(kend) (kend) (kend) (kend) (kend)
11.00 - 11.05 1 142 37 9 0
11.05 - 11.10 2 163 39 12 2
11.10 - 11.15 3 164 47 16 1
11.15 - 11.20 4 135 50 9 0
11.20 - 11.25 5 125 50 7 0
11.25 - 11.30 6 158 39 10 0
11.30 - 11.35 7 122 84 9 1
11.35 - 11.40 8 149 49 14 0
11.40 - 11.45 9 170 37 11 0
11.45 - 11.50 10 145 49 17 0
11.50 - 11.55 11 119 89 11 1
11.55 - 12.00 12 120 37 16 1
12.00 - 12.05 13 145 31 15 0
12.05 - 12.10 14 155 54 11 0
12.10 - 12.15 15 142 31 12 3
12.15 - 12.20 16 171 37 10 2
12.20 - 12.25 17 151 42 15 3
12.25 - 12.30 18 182 42 10 3
12.30 - 12.35 19 133 33 9 0
12.35 - 12.40 20 164 51 5 1
12.40 - 12.45 21 140 31 11 2
12.45 - 12.50 22 162 37 8 0
12.50 - 12.55 23 153 43 7 2
12.55 -13.00 24 120 46 9 0
66 Universitas Kristen Maranatha
L.2.4 Volume Lalulintas per 5 menit siang arah Soreang-Kopo
Pukul Periode MC LV HV UMC
(kend) (kend) (kend) (kend) (kend)
11.00 - 11.05 1 141 48 5 7
11.05 - 11.10 2 168 47 15 1
11.10 - 11.15 3 165 49 9 3
11.15 - 11.20 4 135 39 11 2
11.20 - 11.25 5 135 51 10 0
11.25 - 11.30 6 155 47 6 0
11.30 - 11.35 7 151 68 11 2
11.35 - 11.40 8 155 41 13 0
11.40 - 11.45 9 200 58 6 0
11.45 - 11.50 10 210 56 6 0
11.50 - 11.55 11 195 53 3 0
11.55 - 12.00 12 179 28 8 0
12.00 - 12.05 13 195 57 6 0
12.05 - 12.10 14 215 59 15 1
12.10 - 12.15 15 216 60 14 0
12.15 - 12.20 16 211 45 10 0
12.20 - 12.25 17 200 51 9 0
12.25 - 12.30 18 207 35 12 0
12.30 - 12.35 19 198 48 5 0
12.35 - 12.40 20 195 44 10 0
12.40 - 12.45 21 208 48 4 0
12.45 - 12.50 22 225 53 8 0
12.50 - 12.55 23 203 57 15 0
12.55 -13.00 24 238 50 12 0
67 Universitas Kristen Maranatha
L.2.5 Volume Lalulintas per 5 menit sore arah Kopo-Soreang
Pukul Periode MC LV HV UMC
(kend) (kend) (kend) (kend) (kend)
15.00 - 15.05 1 150 36 6 0
15.05 - 15.10 2 147 34 10 3
15.10 - 15.15 3 164 41 18 6
15.15 - 15.20 4 168 39 14 3
15.20 - 15.25 5 161 43 10 5
15.25 - 15.30 6 176 44 13 9
15.30 - 15.35 7 205 49 11 4
15.35 - 15.40 8 166 51 12 1
15.40 - 15.45 9 165 68 15 2
15.45 - 15.50 10 147 57 10 4
15.50 - 15.55 11 180 72 15 7
15.55 - 16.00 12 197 60 9 3
16.00 - 16.05 13 204 50 9 10
16.05 - 16.10 14 207 57 6 7
16.10 - 16.15 15 267 49 6 11
16.15 - 16.20 16 291 40 3 15
16.20 - 16.25 17 316 36 10 15
16.25 - 16.30 18 259 44 9 10
16.30 - 16.35 19 337 51 13 12
16.35 - 16.40 20 276 41 15 12
16.40 - 16.45 21 327 37 7 14
16.45 - 16.50 22 338 36 6 13
16.50 - 16.55 23 305 40 7 10
16.55 -17.00 24 343 40 5 9
68 Universitas Kristen Maranatha
L.2.6 Volume Lalulintas per 5 menit sore arah Soreang-Kopo
Pukul Periode MC LV HV UMC
(kend) (kend) (kend) (kend) (kend)
15.00 - 15.05 1 135 64 3 3
15.05 - 15.10 2 196 60 5 2
15.10 - 15.15 3 203 45 6 1
15.15 - 15.20 4 187 39 7 4
15.20 - 15.25 5 168 52 7 2
15.25 - 15.30 6 168 68 10 3
15.30 - 15.35 7 171 63 15 2
15.35 - 15.40 8 163 57 9 0
15.40 - 15.45 9 157 58 7 4
15.45 - 15.50 10 154 50 4 3
15.50 - 15.55 11 198 66 9 1
15.55 - 16.00 12 124 35 7 6
16.00 - 16.05 13 178 60 5 1
16.05 - 16.10 14 159 47 12 3
16.10 - 16.15 15 185 27 6 0
16.15 - 16.20 16 196 38 5 3
16.20 - 16.25 17 188 51 9 2
16.25 - 16.30 18 194 50 9 4
16.30 - 16.35 19 167 67 6 1
16.35 - 16.40 20 185 59 10 3
16.40 - 16.45 21 248 57 9 1
16.45 - 16.50 22 226 50 5 5
16.50 - 16.55 23 337 63 7 5
16.55 -17.00 24 277 54 3 6
69 Universitas Kristen Maranatha
LAMPIRAN III
DATA SURVEI KECEPATAN LALULINTAS
70 Universitas Kristen Maranatha
71 Universitas Kristen Maranatha
72 Universitas Kristen Maranatha
73 Universitas Kristen Maranatha
74 Universitas Kristen Maranatha
75 Universitas Kristen Maranatha
76 Universitas Kristen Maranatha
77 Universitas Kristen Maranatha
78 Universitas Kristen Maranatha
79 Universitas Kristen Maranatha
80 Universitas Kristen Maranatha
81 Universitas Kristen Maranatha
82 Universitas Kristen Maranatha
83 Universitas Kristen Maranatha
84 Universitas Kristen Maranatha
85 Universitas Kristen Maranatha
86 Universitas Kristen Maranatha
87 Universitas Kristen Maranatha
88 Universitas Kristen Maranatha
88 Universitas Kristen Maranatha
L.3.4 Kecepatan lalulintas per 5 menit pada pagi hari
Pukul Periode Kecepatan (km/jam)
MC LV HV
07.00 - 07.05 1 30.1 27.5 25.7
07.05 - 07.10 2 33.9 32.3 21.7
07.10 - 07.15 3 37.0 26.6 24.3
07.15 - 07.20 4 34.6 30.3 29.4
07.20 - 07.25 5 35.7 31.0 28.7
07.25 - 07.30 6 33.8 31.5 32.2
07.30 - 07.35 7 31.7 34.1 33.9
07.35 - 07.40 8 40.5 33.2 34.3
07.40 - 07.45 9 37.7 32.1 32.6
07.45 - 07.50 10 37.2 34.9 32.7
07.50 - 07.55 11 41.8 29.6 35.9
07.55 - 08.00 12 39.2 35.8 44.1
08.00 - 08.05 13 36.1 36.7 28.8
08.05 - 08.10 14 39.2 32.4 37.9
08.10 - 08.15 15 43.8 35.5 32.8
08.15 - 08.20 16 30.9 31.0 29.0
08.20 - 08.25 17 34.8 34.9 33.0
08.25 - 08.30 18 49.3 30.7 27.9
08.30 - 08.35 19 39.0 44.7 28.7
08.35 - 08.40 20 41.8 40.7 29.7
08.40 -08.45 21 36.6 39.3 36.2
89 Universitas Kristen Maranatha
L.3.5 Kecepatan lalulintas per 5 menit pada siang hari
Pukul Periode Kecepatan (km/jam)
MC LV HV
11.00 - 11.05 1 40.0 35.2 32.1
11.05 - 11.10 2 41.2 40.5 41.5
11.10 - 11.15 3 40.1 38.2 35.5
11.15 - 11.20 4 50.5 40.8 38.8
11.20 - 11.25 5 40.5 37.5 36.3
11.25 - 11.30 6 60.1 40.6 40.0
11.30 - 11.35 7 55.6 43.5 41.1
11.35 - 11.40 8 52.3 38.6 35.2
11.40 - 11.45 9 40.8 40.1 38.7
11.45 - 11.50 10 43.3 36.3 30.2
11.50 - 11.55 11 44.5 37.9 31.4
11.55 - 12.00 12 40.5 36.1 35.8
12.00 - 12.05 13 42.5 39.2 36.7
12.05 - 12.10 14 38.8 30.0 31.7
12.10 - 12.15 15 40.9 38.8 36.5
12.15 - 12.20 16 39.3 36.5 34.2
12.20 - 12.25 17 36.5 31.3 30.8
12.25 - 12.30 18 40.2 36.6 34.3
12.30 - 12.35 19 37.6 35.0 33.3
12.35 - 12.40 20 43.5 41.2 38.0
12.40 - 12.45 21 45.2 42.7 39.2
12.45 - 12.50 22 37.8 34.2 30.2
12.50 - 12.55 23 38.6 36.8 29.2
12.55 -13.00 24 41.7 33.2 28.6
90 Universitas Kristen Maranatha
L.3.6 Kecepatan lalulintas per 5 menit pada sore hari
Pukul Periode Kecepatan (km/jam)
MC LV HV
15.00 - 15.05 1 34.8 31.4 35.4
15.05 - 15.10 2 42.2 39.3 36.4
15.10 - 15.15 3 44.7 42.0 28.6
15.15 - 15.20 4 46.3 43.6 48.2
15.20 - 15.25 5 44.9 40.9 40.4
15.25 - 15.30 6 47.9 42.9 37.6
15.30 - 15.35 7 50.7 42.9 37.2
15.35 - 15.40 8 46.3 44.8 39.7
15.40 - 15.45 9 52.0 46.9 39.2
15.45 - 15.50 10 52.5 47.1 35.8
15.50 - 15.55 11 54.1 42.3 30.1
15.55 - 16.00 12 47.8 44.4 41.7
16.00 - 16.05 13 58.6 40.4 36.6
16.05 - 16.10 14 50.6 45.5 39.7
16.10 - 16.15 15 54.9 50.5 41.5
16.15 - 16.20 16 52.3 47.5 38.3
16.20 - 16.25 17 46.5 46.5 34.5
16.25 - 16.30 18 49.2 41.0 38.5
16.30 - 16.35 19 39.8 40.6 31.7
16.35 - 16.40 20 45.9 39.6 38.4
16.40 - 16.45 21 43.8 45.6 45.1
16.45 - 16.50 22 38.0 37.7 44.5
16.50 - 16.55 23 43.4 38.9 34.1
16.55 -17.00 24 43.2 42.0 47.8
91 Universitas Kristen Maranatha
L.3.7 Kecepatan Lalulintas Per Jam Pagi Arah Kopo-Soreang
L.3.8 Kecepatan Lalulintas Per Jam Siang Arah Kopo-Soreang
Periode MC
(km/jam)
LV
(km/jam)
HV
(km/jam)
11.00-12.00 45.8 38.8 36.4
11.05-12.05 46.0 39.1 36.8
11.10-12.10 45.8 38.2 36.0
11.15-12.15 45.9 38.3 36.0
11.20-12.20 44.9 37.9 35.7
11.25-12.25 44.6 37.4 35.2
11.30-12.30 42.9 37.1 34.7
11.35-12.35 41.4 36.4 34.1
11.40-12.40 40.7 36.6 34.3
11.45-12.45 41.1 36.8 34.3
11.50-12.50 40.6 36.6 34.3
11.55-12.55 40.1 36.5 34.2
12.00-13.00 40.2 36.3 33.6
Periode MC
(km/jam)
LV
(km/jam)
HV
(km/jam)
07.00-08.00 36.1 31.6 31.3
07.05-08.05 36.6 32.3 31.6
07.10-08.10 37.0 32.3 32.9
07.15-08.15 37.6 33.1 33.6
07.20-08.20 37.3 33.1 33.6
07.25-08.25 37.2 33.5 33.9
07.30-08.30 38.5 33.4 33.6
07.35-08.35 39.1 34.3 33.2
07.40-08.40 39.2 34.9 32.8
07.45-08.45 39.1 35.5 33.1
07.50-08.50 39.3 35.6 33.1
07.55-08.55 39.0 36.2 32.8
08.00-09.00 39.0 36.2 31.6
92 Universitas Kristen Maranatha
L.3.9 Kecepatan Lalulintas Per Jam Sore Arah Soreang-Kopo
Periode MC
(km/jam)
LV
(km/jam)
HV
(km/jam)
15.00-16.00 47.0 42.4 37.5
15.05-16.05 49.0 43.1 37.6
15.10-16.10 49.7 43.6 37.9
15.15-16.15 50.5 44.3 39.0
15.20-16.20 51.0 44.7 38.1
15.25-16.25 51.2 45.1 37.6
15.30-16.30 51.3 45.0 37.7
15.35-16.35 50.4 44.8 37.3
15.40-16.40 50.4 44.3 37.2
15.45-16.45 49.7 44.2 37.6
15.50-16.50 48.5 43.4 38.4
15.55-16.55 47.6 43.2 38.7
16.00-17.00 47.2 43.0 39.2
93 Universitas Kristen Maranatha
LAMPIRAN IV
DATA SURVEI KEBISINGAN
94 Universitas Kristen Maranatha
L.4.1 Kebisingan lalulintas per 5 menit pada pagi hari
Pukul Periode Kebisingan
dB (A)
Kebisingan
terkoreksi
dB (A)
07.00 - 07.05 1 83.7 82.6
07.05 - 07.10 2 79.9 78.8
07.10 - 07.15 3 82.6 81.5
07.15 - 07.20 4 81.3 80.2
07.20 - 07.25 5 80.9 79.8
07.25 - 07.30 6 80.9 79.8
07.30 - 07.35 7 80.7 79.6
07.35 - 07.40 8 81.4 80.3
07.40 - 07.45 9 79.0 77.9
07.45 - 07.50 10 81.4 80.3
07.50 - 07.55 11 79.0 77.9
07.55 - 08.00 12 79.3 78.2
08.00 - 08.05 13 79.2 78.1
08.05 - 08.10 14 79.8 78.7
08.10 - 08.15 15 81.6 80.5
08.15 - 08.20 16 85.6 84.5
08.20 - 08.25 17 78.9 77.8
08.25 - 08.30 18 78.3 77.2
08.30 - 08.35 19 79.1 78.0
08.35 - 08.40 20 78.5 77.4
08.40 -08.45 21 80.5 79.4
08.45 - 08.50 22 80.5 79.4
08.50 - 08.55 23 79.1 78.0
08.55 - 09.00 24 79.4 78.3
95 Universitas Kristen Maranatha
L.4.2 Kebisingan lalulintas per 5 menit pada siang hari
Pukul Periode Kebisingan
dB (A)
Kebisingan
terkoreksi
dB (A)
11.00 - 11.05 1 78.7 77.6
11.05 - 11.10 2 78.4 77.3
11.10 - 11.15 3 77.2 76.1
11.15 - 11.20 4 79.7 78.6
11.20 - 11.25 5 80.9 79.8
11.25 - 11.30 6 79.1 78.0
11.30 - 11.35 7 78.8 77.7
11.35 - 11.40 8 78.0 76.9
11.40 - 11.45 9 79.2 78.1
11.45 - 11.50 10 79.2 78.1
11.50 - 11.55 11 78.7 77.6
11.55 - 12.00 12 78.7 77.6
12.00 - 12.05 13 78.2 77.1
12.05 - 12.10 14 78.6 77.5
12.10 - 12.15 15 78.0 76.9
12.15 - 12.20 16 77.8 76.7
12.20 - 12.25 17 79.2 78.1
12.25 - 12.30 18 78.0 76.9
12.30 - 12.35 19 79.2 78.1
12.35 - 12.40 20 76.8 75.7
12.40 - 12.45 21 79.1 78.0
12.45 - 12.50 22 79.2 78.1
12.50 - 12.55 23 79.0 77.9
12.55 -13.00 24 79.0 77.9
96 Universitas Kristen Maranatha
L.4.3 Kebisingan lalulintas per 5 menit pada sore hari
Pukul Periode Kebisingan
dB (A)
Kebisingan
terkoreksi
dB (A)
15.00 - 15.05 1 78.7 77.6
15.05 - 15.10 2 80.4 79.3
15.10 - 15.15 3 79.4 78.3
15.15 - 15.20 4 80.4 79.3
15.20 - 15.25 5 79.7 78.6
15.25 - 15.30 6 80.0 78.9
15.30 - 15.35 7 80.0 78.9
15.35 - 15.40 8 78.9 77.8
15.40 - 15.45 9 78.2 77.1
15.45 - 15.50 10 78.2 77.1
15.50 - 15.55 11 80.7 79.6
15.55 - 16.00 12 80.7 79.6
16.00 - 16.05 13 79.6 78.5
16.05 - 16.10 14 79.8 78.7
16.10 - 16.15 15 82.3 81.2
16.15 - 16.20 16 80.7 79.6
16.20 - 16.25 17 81.4 80.3
16.25 - 16.30 18 81.4 80.3
16.30 - 16.35 19 81.6 80.5
16.35 - 16.40 20 80.2 79.1
16.40 - 16.45 21 81.0 79.9
16.45 - 16.50 22 80.2 79.1
16.50 - 16.55 23 80.2 79.1
16.55 -17.00 24 81.4 80.3
97 Universitas Kristen Maranatha
L.4.4 Kebisingan Lalulintas Per Jam Pagi
Periode Kebisingan
dB(A)
07.00-08.00 80.8
07.05-08.05 80.5
07.10-08.10 80.5
07.15-08.15 80.4
07.20-08.20 80.7
07.25-08.25 80.6
07.30-08.30 80.4
07.35-08.35 80.2
07.40-08.40 80.0
07.45-08.45 80.1
07.50-08.50 80.0
07.55-08.55 80.0
08.00-09.00 80.0
L.4.5 Kebisingan Lalulintas Per Jam Siang
Periode Kebisingan
dB(A)
11.00-12.00 78.9
11.05-12.05 78.8
11.10-12.10 78.9
11.15-12.15 78.9
11.20-12.20 78.8
11.25-12.25 78.6
11.30-12.30 78.5
11.35-12.35 78.6
11.40-12.40 78.5
11.45-12.45 78.5
11.50-12.50 78.5
11.55-12.55 78.5
12.00-13.00 78.5
98 Universitas Kristen Maranatha
L.4.6 Kebisingan Lalulintas Per Jam Sore
Periode Kebisingan
dB(A)
15.00-16.00 79.6
15.05-16.05 79.7
15.10-16.10 79.6
15.15-16.15 79.9
15.20-16.20 79.9
15.25-16.25 80.0
15.30-16.30 80.2
15.35-16.35 80.3
15.40-16.40 80.4
15.45-16.45 80.6
15.50-16.50 80.8
15.55-16.55 80.8
16.00-17.00 80.8
99 Universitas Kristen Maranatha
LAMPIRAN V
OUTPUT ANALISIS REGRESI DENGAN SPSS
100 Universitas Kristen Maranatha
L.5.1 Output SPSS dengan kebisingan lalulintas di tepi Jalan Terusan Kopo
Variables Entered/Removed
Model Variables Entered
Variables Removed Method
1 X4, X2, X1, X3a . Enter
a. All requested variables entered.
Model Summary
Model R R Square Adjusted R
Square Std. Error of the
Estimate
1 .982a .964 .960 .16738
a. Predictors: (Constant), X4, X2, X1, X3
ANOVA
b
Model Sum of Squares df Mean Square F Sig.
1 Regression 25.402 4 6.350 226.678 .000a
Residual .953 34 .028
Total 26.354 38
a. Predictors: (Constant), X4, X2, X1, X3
b. Dependent Variable: Y
Coefficients
a
Model
Unstandardized Coefficients Standardized Coefficients
B Std. Error Beta t Sig.
1 (Constant) 75.753 .422 179.415 .000
X1 .001 .000 .361 6.010 .000
X2 .002 .000 .173 4.320 .000
X3 -.018 .002 -.776 -10.306 .000
X4 .082 .016 .375 5.098 .000
a. Dependent Variable: Y
Variables Entered/Removeda
Model Variables Entered
Variables Removed Method
1 X1 . Stepwise (Criteria: Probability-of-F-to-enter <= .050, Probability-of-F-to-remove >= .100).
2 X3 . Stepwise (Criteria: Probability-of-F-to-enter <= .050, Probability-of-F-to-remove >= .100).
3 X4 . Stepwise (Criteria: Probability-of-F-to-enter <= .050, Probability-of-F-to-remove >= .100).
4 X2 . Stepwise (Criteria: Probability-of-F-to-enter <= .050, Probability-of-F-to-remove >= .100).
a. Dependent Variable: Y
101 Universitas Kristen Maranatha
Model Summary
Model R R Square Adjusted R
Square Std. Error of the
Estimate
1 .774a .599 .588 .53463
2 .947b .897 .891 .27488
3 .972c .944 .939 .20531
4 .982d .964 .960 .16738
a. Predictors: (Constant), X1
b. Predictors: (Constant), X1, X3
c. Predictors: (Constant), X1, X3, X4
d. Predictors: (Constant), X1, X3, X4, X2
ANOVAe
Model Sum of Squares df Mean Square F Sig.
1 Regression 15.779 1 15.779 55.204 .000a
Residual 10.576 37 .286
Total 26.354 38
2 Regression 23.634 2 11.817 156.395 .000b
Residual 2.720 36 .076
Total 26.354 38
3 Regression 24.879 3 8.293 196.743 .000c
Residual 1.475 35 .042
Total 26.354 38
4 Regression 25.402 4 6.350 226.678 .000d
Residual .953 34 .028
Total 26.354 38
a. Predictors: (Constant), X1
b. Predictors: (Constant), X1, X3
c. Predictors: (Constant), X1, X3, X4
d. Predictors: (Constant), X1, X3, X4, X2
e. Dependent Variable: Y
102 Universitas Kristen Maranatha
Coefficientsa
Model
Unstandardized Coefficients Standardized Coefficients
B Std. Error Beta t Sig.
1 (Constant) 76.767 .407 188.445 .000
X1 .001 .000 .774 7.430 .000
2 (Constant) 78.760 .287 274.867 .000
X1 .001 .000 .616 11.062 .000
X3 -.013 .001 -.568 -10.196 .000
3 (Constant) 76.885 .406 189.313 .000
X1 .001 .000 .300 4.189 .000
X3 -.021 .002 -.939 -11.752 .000
X4 .102 .019 .469 5.434 .000
4 (Constant) 75.753 .422 179.415 .000
X1 .001 .000 .361 6.010 .000
X3 -.018 .002 -.776 -10.306 .000
X4 .082 .016 .375 5.098 .000
X2 .002 .000 .173 4.320 .000
a. Dependent Variable: Y
Excluded Variablesd
Model
Collinearity Statistics
Beta In t Sig. Partial
Correlation Tolerance
1 X2 .451a 5.944 .000 .704 .976
X3 -.568a -10.196 .000 -.862 .923
X4 -.396a -4.022 .000 -.557 .792
2 X2 .232b 4.653 .000 .618 .730
X4 .469b 5.434 .000 .676 .215
3 X2 .173c 4.320 .000 .595 .667
a. Predictors in the Model: (Constant), X1
b. Predictors in the Model: (Constant), X1, X3
c. Predictors in the Model: (Constant), X1, X3, X4
d. Dependent Variable: Y
Model Variables Entered
Variables Removed Method
1 X1 . Stepwise (Criteria: Probability-of-F-to-enter <= .050, Probability-of-F-to-remove >= .100).
2 X2 . Stepwise (Criteria: Probability-of-F-to-enter <= .050, Probability-of-F-to-remove >= .100).
3 X4 . Stepwise (Criteria: Probability-of-F-to-enter <= .050, Probability-of-F-to-remove >= .100).
a. Dependent Variable: Y
103 Universitas Kristen Maranatha
Model Summary
Model R R Square Adjusted R
Square Std. Error of the
Estimate
1 .774a .599 .588 .53463
2 .893b .797 .786 .38505
3 .922c .851 .838 .33502
a. Predictors: (Constant), X1
b. Predictors: (Constant), X1, X2
c. Predictors: (Constant), X1, X2, X4
ANOVA
d
Model Sum of Squares df Mean Square F Sig.
1 Regression 15.779 1 15.779 55.204 .000a
Residual 10.576 37 .286
Total 26.354 38
2 Regression 21.017 2 10.508 70.877 .000b
Residual 5.338 36 .148
Total 26.354 38
3 Regression 22.426 3 7.475 66.602 .000c
Residual 3.928 35 .112
Total 26.354 38
a. Predictors: (Constant), X1
b. Predictors: (Constant), X1, X2
c. Predictors: (Constant), X1, X2, X4
d. Dependent Variable: Y
Coefficientsa
Model
Unstandardized Coefficients
Standardized
Coefficients
B Std. Error Beta t Sig.
1 (Constant) 76.767 .407 188.445 .000
X1 .001 .000 .774 7.430 .000
2 (Constant) 73.642 .602 122.343 .000
X1 .001 .000 .704 9.266 .000
X2 .006 .001 .451 5.944 .000
3 (Constant) 75.987 .844 90.045 .000
X1 .001 .000 .839 10.992 .000
X2 .005 .001 .379 5.478 .000
X4 -.059 .017 -.272 -3.543 .001
a. Dependent Variable: Y
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Excluded Variablesc
Model
Collinearity Statistics
Beta In t Sig. Partial
Correlation Tolerance
1 X2 .451a 5.944 .000 .704 .976
X4 -.396a -4.022 .000 -.557 .792
2 X4 -.272b -3.543 .001 -.514 .722
a. Predictors in the Model: (Constant), X1
b. Predictors in the Model: (Constant), X1, X2
c. Dependent Variable: Y
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