cara menghitung daya dukung pemancangan

FINAL SET NO Kumulatif

MIDDLE TAHAP I

MIDDLE TAHAP II

NO

Tanggal

Type Ram Sroke

Lokasi As

Nama Tiang

Kedalaman Pemancangan

Dimensi Tiang q kg/m I m II m III m IV m V m VI m H m Wp Ton SF

Kapasitas Tiang (Hiley Formula) Wr Ton H cm S cm K cm R safe Ton

m Pemancangan Ke-20 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 2 1 2 3 4 5 6 7 8 02/12/2007 02/12/2007 Pemancangan Ke-21 03/12/2007 03/12/2007 A A A B B B B C B B B B B B A B A C B B B A B 18/D 18/D 18/C 16/C 16/C 16/D 16/D 16/D 16/C 16/C 14/D 14/D 14/D 15/D 15/D 15/D 15/D 14/C 14/C 14/C 15/C 15/C 15/C B A B B' A' C B A B A C A B C B B A C A B C B A 12.00 11.50 11.00 11.00 11.00 13.00 13.00 14.00 9.50 12.50 9.50 8.00 9.00 14.50 13.00 13.50 13.50 11.50 11.50 11.50 12.50 12.00 12.00 A B 17/C 17/C C B 11.00 9.50

232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00

6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6

6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6

12 12 12 12 12 12 12 18 18 18 12 18 12 12 12 18 18 18 18 12 12 12 18 18 18

2.78 2.78 2.78 2.78 2.78 2.78 2.78 4.18 4.18 4.18 2.78 4.18 2.78 2.78 2.78 4.18 4.18 4.18 4.18 2.78 2.78 2.78 4.18 4.18 4.18

3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50

3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50

171.60 186.60 171.60 171.60 171.60 186.60 186.60 186.60 186.60 201.60 186.60 186.60 186.60 186.60 186.60 186.60 171.60 186.60 171.60 201.60 186.60 186.60 186.60 171.60 186.60

1.40 2.30 1.20 1.80 1.30 1.60 0.90 1.20 1.50 0.80 0.70 1.00 1.20 1.10 1.50 1.10 1.50 1.40 1.50 2.50 1.30 2.60 1.40 1.60 1.40

0.80 0.80 0.90 0.60 0.90 1.30 1.20 0.80 1.10 1.10 1.40 1.20 0.60 0.70 0.80 0.90 1.10 1.00 0.90 1.10 0.50 1.00 0.70 0.90 1.10

203.35 201.81 187.40 245.07 185.58 142.37 161.13 184.96 136.13 155.80 141.40 130.90 288.70 256.62 218.80 168.48 125.19 149.27 149.04 166.35 329.94 164.97 202.58 147.63 137.23

151 152 153 154 155 156 157 158

151 152 153 154 155 156 157 158

17 18 19 20 21 22 23 24

03/12/2007 03/12/2007 03/12/2007 03/12/2007 03/12/2007 03/12/2007 Pemancangan Ke-22 1 04/12/2007 2 04/12/2007 3 04/12/2007 4 04/12/2007 5 04/12/2007 6 04/12/2007 04/12/2007 Pemancangan Ke-23 1 05/12/2007 2 05/12/2007 3 05/12/2007 4 05/12/2007 5 05/12/2007 6 05/12/2007 7 05/12/2007 8 05/12/2007

6 6 6

6

6 6 6 6

6 6 6

1/42


MIDDLE TAHAP I

MIDDLE TAHAP II

NO

Tanggal

Type Ram Sroke

Lokasi As

Nama Tiang


Dimensi Tiang q kg/m 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 I m 6 6 6 6 6 6 6 6 II m 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 III m IV m V m VI m H m 12 12 12 12 12 12 12 12 12 12 12 10 12 12 6 12 12 Wp Ton 2.78 2.78 2.78 2.78 2.78 2.78 2.78 2.78 2.78 2.78 2.78 2.32 2.78 2.78 1.39 2.78 2.78 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 SF

Kapasitas Tiang (Hiley Formula) Wr Ton 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 H cm 201.60 186.60 186.60 201.60 201.60 186.60 201.60 186.60 186.60 186.60 186.60 201.60 186.60 186.60 186.60 186.60 171.60 S cm 1.50 1.00 1.20 1.50 1.40 1.10 0.60 1.80 0.50 0.50 1.40 1.40 1.80 1.30 1.40 1.40 1.00 K cm 0.90 1.10 0.90 0.70 0.60 0.80 0.70 0.80 1.00 1.10 0.90 0.90 0.90 0.90 1.60 0.80 0.80 R safe Ton 213.88 173.22 203.79 264.20 303.47 228.42 295.49 212.10 197.96 180.75 199.87 233.15 192.46 201.81 153.45 221.13 212.39

m 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 Pemancangan Ke-24 1 06/12/2007 2 06/12/2007 3 06/12/2007 4 06/12/2007 5 06/12/2007 6 06/12/2007 7 06/12/2007 8 06/12/2007 Pemancangan Ke-25 1 07/12/2007 2 07/12/2007 3 07/12/2007 4 07/12/2007 5 07/12/2007 6 07/12/2007 7 07/12/2007 8 07/12/2007 9 07/12/2007 C B B C C B C B B B B C B B B B A 14/B 14/B 14/B 18/A 18/A 18/B 18/B 17/B 17/B 17/B 16/B 16/B 16/B 16/B 16/A 15/A 15/A B C A B A B A C B A A' B' B A B C B 11.00 10.50 10.00 9.00 7.00 7.50 7.50 8.50 7.80 8.50 9.00 8.50 9.00 9.50 5.50 6.00 6.00

232.00 6 232.00 6 232.00 6 232.00 10 232.00 6 232.00 6 232.00 6 232.00 6 232.00 6

2/42


MIDDLE TAHAP I

MIDDLE TAHAP II

NO

Tanggal

Type Ram Sroke

Lokasi As

Nama Tiang


Dimensi Tiang q kg/m 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 I m 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 II m 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 III m IV m V m VI m H m 12 18 12 12 12 12 12 12 12 12 12 12 18 12 12 12 18 12 12 12 12 18 Wp Ton 2.78 4.18 2.78 2.78 2.78 2.78 2.78 2.78 2.78 2.78 2.78 2.78 4.18 2.78 2.78 2.78 4.18 2.78 2.78 2.78 2.78 4.18 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 SF

Kapasitas Tiang (Hiley Formula) Wr Ton 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 H cm 186.60 186.60 186.60 186.60 186.60 171.60 186.60 171.60 186.60 171.60 186.60 171.60 186.60 171.60 186.60 186.60 186.60 186.60 186.60 186.60 201.60 201.60 S cm 1.30 1.00 0.70 0.80 1.20 1.10 0.60 0.50 0.90 0.70 1.00 1.40 1.40 1.40 1.10 1.10 1.30 1.50 1.20 1.10 1.30 0.30 K cm 1.00 1.10 1.30 1.20 0.90 0.90 1.20 1.30 1.00 0.80 0.60 1.10 0.90 0.90 1.10 1.10 0.80 1.20 1.10 0.80 1.10 1.40 R safe Ton 183.95 141.81 151.72 162.39 203.79 189.26 164.97 141.59 190.70 219.72 296.94 154.15 163.62 183.80 171.79 171.79 182.98 153.97 170.38 228.42 182.58 128.56

m 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 Pemancangan Ke-26 1 08/12/2007 2 08/12/2007 3 08/12/2007 4 08/12/2007 5 08/12/2007 Pemancangan Ke-27 1 09/12/2007 2 3 4 5 6 09/12/2007 09/12/2007 09/12/2007 09/12/2007 B B B B B A B A B A B A B A B B B B B B C C 15/A 15/B 15/B 15/B 13/A 13/A 13/A 14/A 14/A 14/A 14/A 1/L 1/L 2/L 1/H 1/H 1/H 1/G 1/G 1/G 4/E 11/H A A C B C D B C D A B A B A C A B B A C D A 6.50 18.00 12.00 10.00 9.00 8.00 10.00 8.00 7.00 7.50 7.50 8.50 12.50 9.00 11.50 12.00 14.00 7.00 8.50 7.00 8.00 14.00

6

09/12/2007 Pemancangan Ke-28 1 10/12/2007 2 3 10/12/2007 10/12/2007 Pemancangan Ke-29 1 12/12/2007 2 3 12/12/2007 12/12/2007 Pemancangan Ke-30 1 13/12/2007 2 3 4 5 13/12/2007 13/12/2007 13/12/2007 13/12/2007

3/42


MIDDLE TAHAP I

MIDDLE TAHAP II

NO

Tanggal

Type Ram Sroke

Lokasi As

Nama Tiang


Dimensi Tiang q kg/m 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 I m 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 9 7 7 7 7 7 7 7 7 7 9 9 7 7 7 7 9 9 9 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 II m 6 6 III m IV m V m VI m H m 12 12 6 13 13 19 19 19 21 19 19 19 19 13 19 13 13 13 21 21 13 13 19 19 39 15 15 Wp Ton 2.78 2.78 1.39 3.02 3.02 4.41 4.41 4.41 4.87 4.41 4.41 4.41 4.41 3.02 4.41 3.02 3.02 3.02 4.87 4.87 3.02 3.02 4.41 4.41 9.05 3.48 3.48 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 SF

Kapasitas Tiang (Hiley Formula) Wr Ton 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 H cm 171.60 171.60 171.60 201.60 186.60 201.60 201.60 201.60 201.60 201.60 201.60 201.60 201.60 186.60 186.60 186.60 201.60 201.60 201.60 201.60 186.60 186.60 201.60 201.60 201.60 201.60 201.60 S cm 3.00 3.70 6.20 1.40 6.90 2.30 1.50 2.00 0.40 3.40 2.10 1.90 1.90 8.40 1.70 1.70 2.10 1.90 1.40 0.00 1.30 1.40 2.10 1.50 4.30 1.20 1.70 K cm 1.80 1.70 1.10 0.60 0.70 1.00 1.00 1.00 1.20 0.90 0.90 1.00 1.00 0.30 0.70 1.20 1.00 1.00 1.20 1.00 1.00 0.90 1.00 1.00 1.20 1.40 1.30 R safe Ton 91.02 92.34 142.76 292.67 144.22 145.08 155.18 148.71 135.94 143.91 160.77 149.96 149.96 175.84 189.86 146.32 178.99 182.00 125.79 168.56 177.40 192.75 147.48 155.18 69.00 133.01 137.54

m Pemancangan Ke-31 1 14/12/2007 2 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 14/12/2007 14/12/2007 Pemancangan Ke-32 1 15/12/2007 2 3 4 5 6 7 8 15/12/2007 15/12/2007 15/12/2007 15/12/2007 15/12/2007 15/12/2007 A A A C B C C C C C C C C B B B C C C C B B C C C C C 4/L 4/L 5/L 5/L 5/K 5/K 5/K 5/K 12/L 4/K 4/K 4/K 4/K 5/J 5/J 5/J 5/H 5/H 11/L 11/L 5/H 5/H 4/J 4/J 12/L 12/K 12/K A B A B B A D C A A B C D D A C D B A B C A B A B B A 11.50 9.50 6.00 7.00 12.50 16.00 16.00 14.50 15.00 16.00 18.00 15.00 15.00 12.50 13.60 12.00 8.50 8.50 17.00 18.50 9.00 8.50 18.50 13.00 36.00 10.50 11.00

15/12/2007 Pemancangan Ke-33 1 16/12/2007 2 3 4 5 6 7 8 9 16/12/2007 16/12/2007 16/12/2007 16/12/2007 16/12/2007 16/12/2007 16/12/2007

16/12/2007 Pemancangan Ke-34 1 17/12/2007 2 3 4 5 6 7 17/12/2007 17/12/2007 17/12/2007 17/12/2007 17/12/2007 17/12/2007

4/42


MIDDLE TAHAP I

MIDDLE TAHAP II

NO

Tanggal

Type Ram Sroke

Lokasi As

Nama Tiang


Dimensi Tiang q kg/m 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 I m 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 7 7 6 7 7 7 6 7 7 II m 9 9 7 7 6 6 6 6 6 9 9 9 9 9 9 6 6 6 9 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 III m 6 6 6 6 IV m V m VI m H m 21 21 19 19 12 12 12 12 18 15 15 15 15 15 15 12 12 12 15 19 25 12 19 13 13 12 13 19 Wp Ton 4.87 4.87 4.41 4.41 2.78 2.78 2.78 2.78 4.18 3.48 3.48 3.48 3.48 3.48 3.48 2.78 2.78 2.78 3.48 4.41 5.80 2.78 4.41 3.02 3.02 2.78 3.02 4.41 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 SF

Kapasitas Tiang (Hiley Formula) Wr Ton 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 H cm 201.60 201.60 186.60 171.60 171.60 186.60 171.60 186.60 186.60 201.60 186.60 186.60 171.60 171.60 186.60 186.60 186.60 186.60 171.60 201.60 171.60 201.60 186.60 171.60 201.60 201.60 186.60 186.60 S cm 2.40 2.20 1.90 1.80 1.60 2.30 1.90 1.90 2.10 2.40 1.50 2.80 2.10 2.20 0.60 3.40 2.90 1.20 0.40 2.10 2.00 4.20 1.60 1.60 2.60 4.20 1.90 1.30 K cm 0.90 1.30 1.00 1.00 1.00 1.10 1.00 0.90 1.10 1.10 1.50 1.40 1.10 0.80 1.30 0.90 1.00 1.20 1.60 1.20 1.00 1.10 0.70 0.70 1.70 1.10 1.40 1.30 R safe Ton 147.86 110.90 138.80 128.73 164.79 156.29 160.63 190.70 129.90 150.88 113.41 111.39 131.37 168.72 137.60 167.63 161.13 157.47 104.93 126.56 107.63 147.74 192.06 214.36 110.50 147.74 126.08 115.51

m 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 Pemancangan Ke-35 1 18/12/2007 2 3 4 5 6 7 8 9 10 11 12 13 14 15 18/12/2007 18/12/2007 18/12/2007 18/12/2007 18/12/2007 18/12/2007 18/12/2007 18/12/2007 18/12/2007 18/12/2007 18/12/2007 18/12/2007 18/12/2007 C C B A A B A B B C B B A A B B B B A C A C B A C C B B 11/K 11/K 4/J 4/J 4/H 4/H 4/H 4/H 3/J 11/K 12/K 11/K 12/J 11/J 11/J 12/G 12/G 11/J 12/J 3/J 3/J 12/G 3/J 2/H 2/H 12/G 2/H 2/H A B D C B D C A B C C D A' A' B' C D A" B" D A B C C A A D B 18.50 19.00 14.00 15.50 9.00 9.00 8.50 10.00 13.00 11.50 9.50 12.00 7.50 8.00 8.00 11.00 9.50 7.50 7.50 13.00 20.50 10.00 13.20 10.80 12.50 9.50 10.50 15.00

18/12/2007 Pemancangan Ke-36 1 19/12/2007 2 3 4 5 6 7 8 9 19/12/2007 19/12/2007 19/12/2007 19/12/2007 19/12/2007 19/12/2007 19/12/2007 19/12/2007 19/12/2007 19/12/2007 19/12/2007 19/12/2007

10 11 12 13

5/42


MIDDLE TAHAP I

MIDDLE TAHAP II

NO

Tanggal

Type Ram Sroke

Lokasi As

Nama Tiang


Dimensi Tiang q kg/m 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 I m 7 7 7 7 7 6 6 6 6 6 6 6 6 6 6 6 6 7 6 7 7 6 6 6 6 6 6 6 6 6 II m 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 III m IV m V m VI m H m 13 13 13 13 13 12 12 12 12 12 12 12 18 18 18 18 18 19 18 19 19 12 18 18 18 12 18 18 18 18 Wp Ton 3.02 3.02 3.02 3.02 3.02 2.78 2.78 2.78 2.78 2.78 2.78 2.78 4.18 4.18 4.18 4.18 4.18 4.41 4.18 4.41 4.41 2.78 4.18 4.18 4.18 2.78 4.18 4.18 4.18 4.18 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 SF

Kapasitas Tiang (Hiley Formula) Wr Ton 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 H cm 171.60 171.60 186.60 171.60 171.60 171.60 186.60 186.60 186.60 186.60 186.60 201.60 186.60 201.60 186.60 186.60 186.60 201.60 186.60 201.60 201.60 186.60 201.60 201.60 186.60 201.60 201.60 186.60 201.60 186.60 S cm 1.10 1.60 1.30 1.30 1.00 1.00 0.50 1.30 1.70 1.20 1.00 1.50 1.80 0.30 0.90 0.90 0.40 0.40 1.00 0.80 1.20 2.90 1.20 2.00 1.50 3.00 1.80 1.90 1.30 1.20 K cm 1.00 1.00 1.30 1.20 0.80 0.90 2.00 3.20 1.40 1.10 1.40 1.30 0.90 1.20 1.10 0.90 1.00 1.10 0.90 1.10 1.00 1.10 1.20 1.10 1.10 1.00 1.10 0.80 1.30 0.90 R safe Ton 166.08 158.92 140.18 138.61 204.83 191.15 101.40 62.42 132.40 170.38 138.57 154.88 157.56 149.47 143.00 171.89 163.62 156.54 170.17 151.23 159.33 149.54 139.28 141.42 136.13 172.75 143.63 171.89 128.56 166.83

m 251 252 253 254 255 256 257 258 259 260 249 250 251 252 253 254 255 256 257 258 114 115 116 117 118 119 120 121 122 123 Pemancangan Ke-37 1 21/12/2007 2 3 4 5 6 7 8 9 10 21/12/2007 21/12/2007 21/12/2007 21/12/2007 21/12/2007 21/12/2007 21/12/2007 21/12/2007 A A B A A A B B B B B C B C B B B C B C C B C C B C C B C B 3/H 3/H 3/H 3/H 2/G 12/A 12/A 12/A 13/B 12/J 12/A 13/B 13/B 12/B 12/B 12/B 12/B 13/B 13/C 13/C 13/C 11/J 12/J 12/H 12/H 12/H 12/H 11/H 11/H 12/C D B C A A C D B D A" B B C C D A B A B A C B" B" D B C A D B C 9.00 10.00 9.50 10.00 7.00 7.00 9.50 9.50 10.00 9.00 10.50 11.50 15.50 12.00 13.50 12.00 14.00 17.00 12.80 13.00 13.50 7.50 14.00 12.00 12.00 11.00 12.00 12.00 12.50 17.50

261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279

259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277

124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142

21/12/2007 22/12/2007 Pemancangan Ke-38 1 22/12/2007 2 3 4 22/12/2007 22/12/2007

22/12/2007 Pemancangan Ke-39 1 23/12/2007 2 3 4 5 6 7 8 9 10 11 12 13 14 15 23/12/2007 23/12/2007 23/12/2007 23/12/2007 23/12/2007 23/12/2007 23/12/2007 23/12/2007 23/12/2007 23/12/2007 23/12/2007 23/12/2007 23/12/2007 23/12/2007

6/42


MIDDLE TAHAP I

MIDDLE TAHAP II

NO

Tanggal

Type Ram Sroke

Lokasi As

Nama Tiang


Dimensi Tiang q kg/m 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 I m 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 II m 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 III m 6 6 6 IV m V m VI m H m 18 18 18 12 12 12 12 12 12 12 12 12 12 12 12 12 12 18 18 18 18 18 12 12 12 Wp Ton 4.18 4.18 4.18 2.78 2.78 2.78 2.78 2.78 2.78 2.78 2.78 2.78 2.78 2.78 2.78 2.78 2.78 4.18 4.18 4.18 4.18 4.18 2.78 2.78 2.78 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 SF

Kapasitas Tiang (Hiley Formula) Wr Ton 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 H cm 171.60 201.60 201.60 186.60 201.60 201.60 186.60 186.60 201.60 186.60 186.60 186.60 186.60 201.60 201.60 186.60 201.60 201.60 201.60 186.60 186.60 201.60 186.60 186.60 201.60 S cm 0.90 1.50 1.30 1.10 2.00 1.20 2.10 2.90 3.00 2.10 1.00 1.40 1.40 1.30 1.90 1.00 0.90 2.30 2.00 1.40 0.90 1.20 1.00 1.30 1.50 K cm 0.70 1.00 0.90 1.00 0.90 0.90 1.20 1.20 1.20 1.30 1.00 1.20 1.10 0.90 0.90 0.70 0.90 1.00 1.00 1.20 1.30 1.20 1.00 1.00 1.50 R safe Ton 198.09 159.87 178.49 187.26 204.15 220.17 147.42 139.50 149.71 137.66 188.96 155.12 167.63 218.03 206.03 259.83 226.84 149.47 153.20 126.99 122.42 139.28 188.96 183.95 136.10

m 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 Pemancangan Ke-40 1 24/12/2007 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 24/12/2007 24/12/2007 24/12/2007 24/12/2007 24/12/2007 24/12/2007 24/12/2007 24/12/2007 24/12/2007 24/12/2007 24/12/2007 24/12/2007 24/12/2007 24/12/2007 24/12/2007 24/12/2007 24/12/2007 24/12/2007 24/12/2007 24/12/2007 24/12/2007 24/12/2007 24/12/2007 24/12/2007 A C C B C C B B C B B B B C C B C C C B B C B B C 12/C 12/C 12/C 13/D 13/D 13/D 11/G 11/G 11/G 11/G 10/G 10/H 13/D 12/D 12/D 12/D 12/D 12/F 12/F 10/H 10/H 10/H 10/G 10/G 10/G D A B D B C D B C A C A A C D A B B C B C D A D B 13.00 13.50 13.50 9.50 10.00 9.50 9.00 12.00 11.00 10.00 11.00 7.00 10.00 10.00 10.50 11.00 11.20 17.30 16.50 13.50 13.50 12.50 10.50 11.00 11.50

7/42


MIDDLE TAHAP I

MIDDLE TAHAP II

NO

Tanggal

Type Ram Sroke

Lokasi As

Nama Tiang


Dimensi Tiang q kg/m 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 I m 6 6 6 6 6 6 6 6 6 7 6 6 6 6 6 6 6 II m 6 6 6 6 6 6 6 6 9 6 6 6 6 6 6 6 7 6 6 6 6 6 6 6 6 6 6 6 6 6 III m IV m V m VI m H m 12 12 12 12 18 18 18 18 15 19 18 18 24 18 18 18 19 Wp Ton 2.78 2.78 2.78 2.78 4.18 4.18 4.18 4.18 3.48 4.41 4.18 4.18 5.57 4.18 4.18 4.18 4.41 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 SF

Kapasitas Tiang (Hiley Formula) Wr Ton 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 H cm 186.60 186.60 186.60 186.60 186.60 201.60 186.60 186.60 186.60 186.60 201.60 201.60 186.60 201.60 186.60 186.60 S cm 3.20 2.10 2.70 2.50 2.70 2.10 2.60 2.20 3.00 1.00 1.30 1.00 1.30 1.00 1.20 0.50 K cm 1.00 1.20 0.90 1.10 0.90 1.20 0.60 0.80 0.80 0.70 1.00 1.00 0.70 1.00 1.10 0.60 R safe Ton 157.47 147.42 177.66 153.97 145.44 130.39 197.87 166.83 170.12 206.47 162.70 167.13 173.55 167.13 139.48 261.80 #DIV/0!

m 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 Pemancangan Ke-41 1 26/12/2007 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 26/12/2007 26/12/2007 26/12/2007 26/12/2007 26/12/2007 26/12/2007 26/12/2007 26/12/2007 26/12/2007 26/12/2007 26/12/2007 26/12/2007 26/12/2007 26/12/2007 26/12/2007 26/12/2007 B B B B B C B B B B C C B C B B 10/J 10/J 10/J 10/J 10/K 10/K 10/K 10/K 10/L 12/F 13/E 13/E 13/E 13/E 12/E 12/E 5/J B" A" B' A' C D A B A D B D A C B D B 8.00 7.50 8.00 9.00 12.50 13.00 12.50 13.00 13.50 16.50 13.50 12.50 18.00 14.00 14.50 13.50

8/42


MIDDLE TAHAP I

MIDDLE TAHAP II

NO

Tanggal

Type Ram Sroke

Lokasi As

Nama Tiang


Dimensi Tiang q kg/m 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 I m 6 6 6 6 6 7 6 6 6 6 6 6 6 7 7 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 6 9 II m 6 6 9 9 6 6 6 6 9 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 III m 6 6 IV m V m VI m H m 18 18 15 15 12 19 12 12 21 12 12 18 18 19 19 12 12 12 12 12 12 12 12 12 12 19 19 19 19 13 13 13 13 13 12 9 Wp Ton 4.18 4.18 3.48 3.48 2.78 4.41 2.78 2.78 4.87 2.78 2.78 4.18 4.18 4.41 4.41 2.78 2.78 2.78 2.78 2.78 2.78 2.78 2.78 2.78 2.78 4.41 4.41 4.41 4.41 3.02 3.02 3.02 3.02 3.02 2.78 2.09 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 SF

Kapasitas Tiang (Hiley Formula) Wr Ton 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 H cm 171.60 171.60 201.60 186.60 186.60 186.60 186.60 201.60 186.60 186.60 186.60 201.60 201.60 186.60 186.60 186.60 201.60 186.60 201.60 201.60 186.60 201.60 201.60 186.60 186.60 186.60 186.60 201.60 186.60 201.60 186.60 186.60 186.60 201.60 186.60 186.60 S cm 0.40 0.50 1.50 2.00 1.60 0.90 3.00 3.00 1.90 2.80 2.00 2.40 1.50 0.30 0.80 2.00 2.50 2.50 1.40 1.50 1.10 2.60 1.80 1.10 1.90 0.80 1.30 1.40 1.30 1.10 1.20 1.00 1.00 0.50 1.30 4.50 K cm 0.90 0.70 1.20 1.20 0.80 0.80 1.00 1.10 0.80 1.30 1.10 1.00 1.00 0.90 0.80 0.90 1.30 1.10 0.70 1.00 1.00 0.90 1.10 1.20 1.20 0.80 0.90 0.80 1.00 0.80 1.00 1.10 1.00 1.00 1.10 0.80 R safe Ton 166.48 208.65 149.76 133.67 216.52 185.59 159.89 160.41 157.60 131.56 159.89 148.26 159.87 177.61 187.70 188.96 144.88 153.97 267.35 195.28 187.26 193.60 175.45 158.67 149.54 187.70 160.36 189.84 146.17 237.99 178.98 167.05 182.24 206.26 168.99 187.00

m 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 Pemancangan Ke-42 1 27/12/2007 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27/12/2007 27/12/2007 27/12/2007 27/12/2007 27/12/2007 27/12/2007 27/12/2007 27/12/2007 27/12/2007 27/12/2007 27/12/2007 27/12/2007 27/12/2007 A A C B B B B C B B B C C B B B C B C C B C C B B B B C B C B B B C B B 12/E 12/E 8/L 10/L 8/L 11/E 9/K 9/K 9/L 9/K 8/K 8/K 8/K 11/E 11/E 9/H 8/K 8/J 8/J 8/J 9/J 9/J 9/H 9/H 9/H 11/E 10/E 10/E 10/E 11/D 11/D 11/D 11/D 10/D 8/H 12/K A C A B B B A B B D A B C D A D D B' B'' A'' B'' A'' B C A C A C D B A D C A A D" 14.50 13.50 6.50 14.00 6.00 15.50 11.00 11.00 17.00 11.00 11.00 13.00 12.50 14.50 15.00 6.20 11.50 10.00 7.50 8.50 7.50 8.00 6.50 6.40 7.00 15.50 15.50 15.50 14.50 11.50 11.50 11.00 11.00 7.00 6.20 8.50

27/12/2007 Pemancangan Ke-43 1 28/12/2007 2 3 4 5 6 7 8 9 28/12/2007 28/12/2007 28/12/2007 28/12/2007 28/12/2007 28/12/2007 28/12/2007 28/12/2007 28/12/2007 28/12/2007 28/12/2007 28/12/2007 28/12/2007 28/12/2007 28/12/2007 28/12/2007 28/12/2007 28/12/2007 28/12/2007 28/12/2007

10 11 12 13 14 15 16 17 18 19 20

9/42


MIDDLE TAHAP I

MIDDLE TAHAP II

NO

Tanggal

Type Ram Sroke

Lokasi As

Nama Tiang


Dimensi Tiang q kg/m 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 I m 6 6 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 II m 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 III m 6 IV m V m VI m H m 18 12 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 Wp Ton 4.18 2.78 2.78 2.78 2.78 2.78 2.78 2.78 2.78 2.78 3.02 3.02 3.02 3.02 3.02 3.02 3.02 3.02 3.02 3.02 3.02 3.02 3.02 3.02 3.02 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 SF


m 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 380 381 382 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 376 377 378 379 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 Pemancangan Ke-44 1 29/12/2007 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 29/12/2007 29/12/2007 29/12/2007 29/12/2007 29/12/2007 29/12/2007 29/12/2007 29/12/2007 29/12/2007 29/12/2007 29/12/2007 29/12/2007 29/12/2007 29/12/2007 29/12/2007 29/12/2007 29/12/2007 29/12/2007 29/12/2007 29/12/2007 29/12/2007 29/12/2007 29/12/2007 29/12/2007 B C C C B B B C C B C C C C B B B B C B C C C C C 8/J 9/J 9/J 8/H 8/H 8/H 9/G 9/G 9/G 9/G 8/G 8/G 8/G 8/G 10/D 10/D 10/D 11/A 11/A 11/A 10/A 10/A 10/A 10/A 11/B A' B' A' B C D D B C A C A D B B C D C B A C D A B D 12.40 9.50 10.00 6.20 6.30 6.50 10.50 11.40 11.00 11.00 12.40 12.00 11.50 11.50 12.50 12.00 11.50 10.50 11.20 10.50 8.00 9.00 8.00 8.00 11.00

10/42


MIDDLE TAHAP I

MIDDLE TAHAP II

NO

Tanggal

Type Ram Sroke

Lokasi As

Nama Tiang


Dimensi Tiang q kg/m 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 I m 7 7 7 7 7 7 7 7 7 7 7 II m 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 9 6 6 III m IV m V m VI m H m 13 13 13 19 19 13 13 13 13 13 13 16 10 12 12 12 12 12 12 12 15 Wp Ton 3.02 3.02 3.02 4.41 4.41 3.02 3.02 3.02 3.02 3.02 3.02 3.71 2.32 2.78 2.78 2.78 2.78 2.78 2.78 2.78 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 SF

Kapasitas Tiang (Hiley Formula) Wr Ton 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 H cm 201.60 186.60 201.60 201.60 201.60 201.60 201.60 201.60 186.60 201.60 201.60 186.60 186.60 201.60 201.60 186.60 171.60 206.60 186.60 201.60 S cm 1.30 1.20 0.90 0.60 0.70 1.20 1.30 1.10 1.10 1.50 1.50 3.20 2.30 2.30 1.80 2.10 2.30 1.70 1.70 1.90 K cm 1.10 0.70 0.70 1.10 1.00 0.90 0.90 0.70 0.90 1.00 1.20 0.80 1.50 1.00 0.90 0.90 1.00 0.70 0.90 0.90 R safe Ton 176.08 244.46 274.15 153.84 166.78 212.33 210.27 267.38 198.48 188.33 160.43 161.71 129.73 182.58 207.94 187.26 155.41 264.53 194.26 206.03

m 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 391 392 393 394 395 396 397 256 257 258 259 260 261 262 12 13 14 15 16 17 18 380 381 382 383 384 385 386 387 388 389 390 245 246 247 248 249 250 251 252 253 254 255 Pemancangan Ke-45 1 30/12/2007 2 3 4 5 6 7 8 9 10 11 30/12/2007 30/12/2007 30/12/2007 30/12/2007 30/12/2007 30/12/2007 30/12/2007 30/12/2007 30/12/2007 30/12/2007 30/12/2007 30/12/2007 30/12/2007 30/12/2007 30/12/2007 30/12/2007 30/12/2007 30/12/2007 30/12/2007 30/12/2007 C B C C C C C C B C C B B C C B A D B C 11/B 11/B 11/B 11/C 11/C 11/C 11/C 10/B 10/B 10/B 10/B 5/J 4/L 6/H 6/H 6/H 6/H 7/H 7/H 7/H 12/K B C A B D A C C D A B B' A' D C B A D B C D 12.00 11.00 11.00 14.00 13.50 10.00 8.00 10.50 10.50 11.50 11.00 11.00 7.00 6.60 7.00 7.30 7.00 6.20 6.50 6.30

232.00 10 232.00 10 232.00 232.00 232.00 232.00 232.00 232.00 232.00 6 6 6 6 6 6 6 6

11/42


MIDDLE TAHAP I

MIDDLE TAHAP II

NO

Tanggal

Type Ram Sroke

Lokasi As

Nama Tiang


Dimensi Tiang q kg/m 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 I m 7 7 7 7 7 7 6 6 6 6 6 6 6 6 7 7 7 7 7 7 7 6 6 6 6 II m 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 9 9 6 6 6 III m IV m V m VI m H m 13 13 13 13 13 19 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13 15 15 12 12 Wp Ton 3.02 3.02 3.02 3.02 3.02 4.41 2.78 2.78 2.78 2.78 2.78 2.78 2.78 2.78 3.02 3.02 3.02 3.02 3.02 3.02 3.02 3.48 3.48 2.78 2.78 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 SF


m 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 424 425 426 427 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 Pemancangan Ke-46 1 31/12/2007 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 31/12/2007 31/12/2007 31/12/2007 31/12/2007 31/12/2007 31/12/2007 31/12/2007 31/12/2007 31/12/2007 31/12/2007 31/12/2007 31/12/2007 31/12/2007 31/12/2007 31/12/2007 31/12/2007 31/12/2007 31/12/2007 31/12/2007 31/12/2007 31/12/2007 31/12/2007 31/12/2007 31/12/2007 C C C B C C B C B C C C C B C C C B C C C D C C C 9/A 9/A 10/C 10/C 10/C 10/C 7/H 6/J 6/J 7/J 7/J 7/J 7/J 6/J 9/A 9/A 8/A 8/A 8/A 8/A 9/C 6/L 7/L 7/L 6/L B D C A D B A C A D B C A B C A C D A B B A A B B 10.50 9.00 8.50 11.00 10.00 15.00 6.70 11.00 11.30 11.50 11.50 11.50 10.50 11.50 10.00 10.00 10.00 9.50 10.50 10.00 11.50 8.30 7.00 6.30 7.00

12/42


MIDDLE TAHAP I

MIDDLE TAHAP II

NO

Tanggal

Type Ram Sroke

Lokasi As

Nama Tiang


Dimensi Tiang q kg/m 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 I m 7 7 7 7 7 7 7 7 6 6 6 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 II m 6 6 6 6 6 6 6 6 6 9 9 9 9 9 9 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 9 9 9 6 6 6 6 6 6 6 6 III m IV m V m VI m H m 13 13 13 13 13 13 13 19 18 15 15 15 15 15 15 13 13 13 19 13 19 13 13 13 13 13 13 19 13 13 19 13 13 13 13 13 13 13 13 13 13 13 13 16 16 16 19 Wp Ton 3.02 3.02 3.02 3.02 3.02 3.02 3.02 4.41 4.18 3.48 3.48 3.48 3.48 3.48 3.48 3.02 3.02 3.02 4.41 3.02 4.41 3.02 3.02 3.02 3.02 3.02 3.02 4.41 3.02 3.02 4.41 3.02 3.02 3.02 3.02 3.02 3.02 3.02 3.02 3.02 3.02 3.02 3.02 3.71 3.71 3.71 4.41 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 SF

Kapasitas Tiang (Hiley Formula) Wr Ton 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 H cm 201.60 201.60 201.60 201.60 201.60 201.60 201.60 201.60 201.60 201.60 186.60 201.60 201.60 186.60 201.60 201.60 201.60 201.60 201.60 201.60 201.60 201.60 201.60 201.60 201.60 186.60 201.60 186.60 201.60 201.60 201.60 201.60 201.60 201.60 201.60 201.60 201.60 201.60 201.60 186.60 201.60 201.60 201.60 201.60 201.60 201.60 201.60 S cm 1.10 0.60 1.00 1.70 0.09 1.30 1.10 0.80 1.00 1.30 1.50 2.90 2.40 2.50 2.40 1.90 0.80 1.30 0.80 0.90 0.90 1.90 4.70 4.80 3.30 3.50 3.70 1.20 1.40 0.60 1.10 1.40 1.10 0.80 0.90 3.00 4.10 3.90 3.20 1.30 0.90 3.20 1.80 2.00 1.70 1.50 2.60 K cm 0.90 0.80 1.00 0.80 0.90 0.60 0.60 0.70 0.80 1.10 0.90 0.60 1.10 1.00 1.10 0.80 0.80 0.50 0.80 0.90 0.60 0.50 1.00 0.80 0.90 0.90 1.00 1.30 0.90 0.50 0.90 1.00 0.80 1.10 1.20 1.00 0.70 1.00 1.10 0.90 0.70 0.90 1.00 0.90 0.80 1.00 1.10 R safe Ton 214.43 251.83 196.89 223.27 238.26 296.68 305.03 228.78 204.27 164.37 178.22 227.17 150.88 149.71 150.88 218.76 246.11 343.77 202.79 218.76 258.63 313.88 147.33 169.20 176.08 160.37 158.08 116.32 208.24 386.74 176.69 189.98 237.99 183.54 167.89 166.60 195.11 155.81 152.52 194.62 274.15 177.52 183.54 177.89 201.73 170.15 131.21

m 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 471 472 473 474 423 424 425 426 427 428 429 430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 288 289 290 291 292 293 294 295 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 Pemancangan Ke-47 1 01/01/2008 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 01/01/2008 01/01/2008 01/01/2008 01/01/2008 01/01/2008 01/01/2008 01/01/2008 01/01/2008 01/01/2008 01/01/2008 01/01/2008 01/01/2008 01/01/2008 01/01/2008 01/01/2008 C C C C C C C C C C B C C B C C C C C C C C C C C B C B C C C C C C C C C C C B C C C C C C C 9/C 9/C 9/C 9/B 9/B 9/B 8/B 7/K 7/K 7/K 7/K 6/K 6/K 6/K 6/K 7/G 7/A 7/A 8/B 8/B 8/B 7/F 7/F 7/F 7/F 7/G 7/G 7/G 8/C 7/A 7/B 7/B 7/B 8/C 7/B 8/F 8/F 8/F 8/F 8/L 8/L 9/F 9/F 9/D 9/D 9/D 9/E A C D B C A D D B A C C A D B D D C A C B D C A B A C B B A C D B D A D A B C C A B A D C B D 10.00 9.50 12.00 12.00 11.50 12.00 12.30 13.30 12.50 12.00 14.00 13.80 14.50 12.00 13.70 11.50 10.00 10.80 13.50 12.50 13.50 8.50 11.80 11.20 10.40 12.50 12.80 13.50 11.00 7.50 13.50 8.00 8.00 10.00 10.00 10.00 12.50 10.40 9.30 12.00 11.00 8.00 9.40 12.50 12.60 13.20 14.50

Pemancangan Ke-48 1 02/01/2008 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 02/01/2008 02/01/2008 02/01/2008 02/01/2008 02/01/2008 02/01/2008 02/01/2008 02/01/2008 02/01/2008 02/01/2008 02/01/2008 02/01/2008 02/01/2008 02/01/2008 02/01/2008 02/01/2008 02/01/2008 02/01/2008 02/01/2008 02/01/2008 02/01/2008 02/01/2008

Pemancangan Ke-49 1 03/01/2008 2 3 4 5 6 7 8 03/01/2008 03/01/2008 03/01/2008 03/01/2008 03/01/2008 03/01/2008 03/01/2008

13/42


MIDDLE TAHAP I

MIDDLE TAHAP II

NO

Tanggal

Type Ram Sroke

Lokasi As

Nama Tiang


Dimensi Tiang q kg/m 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 I m 7 7 7 7 7 7 7 7 II m 6 6 6 7 7 7 7 7 7 7 III m 6 6 6 IV m V m VI m H m 19 19 19 14 21 21 14 14 Wp Ton 4.41 4.41 4.41 3.25 4.87 4.87 3.25 3.25 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 SF

Kapasitas Tiang (Hiley Formula) Wr Ton 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 H cm 186.60 201.60 201.60 186.60 201.60 201.60 186.60 186.60 S cm 1.30 1.50 2.00 1.00 1.00 1.30 0.70 1.00 K cm 0.90 0.80 0.90 0.70 0.90 0.80 1.00 0.90 R safe Ton 160.36 187.84 162.23 241.96 168.56 181.25 180.91 193.57

m 475 476 477 478 479 480 481 482 470 471 472 473 474 475 476 477 335 336 337 338 339 340 341 342 9 10 11 03/01/2008 03/01/2008 03/01/2008 B C C B C C B B 9/D 9/E 9/E 8/D 8/D 8/D 6/A 6/A A B C C A B C D 13.90 14.50 16.00 13.50 14.60 14.20 10.50 10.50

Pemancangan Ke-50 1 08/01/2008 2 3 4 5 08/01/2008 08/01/2008 08/01/2008 08/01/2008

14/42


MIDDLE TAHAP I

MIDDLE TAHAP II

NO

Tanggal

Type Ram Sroke

Lokasi As

Nama Tiang


Dimensi Tiang q kg/m 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 I m 7 7 7 7 7 7 7 7 7 7 7 7 7 7 II m 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 III m IV m V m VI m H m 14 14 14 14 14 14 21 14 14 14 14 14 14 14 Wp Ton 3.25 3.25 3.25 3.25 3.25 3.25 4.87 3.25 3.25 3.25 3.25 3.25 3.25 3.25 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 SF

Kapasitas Tiang (Hiley Formula) Wr Ton 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 H cm 186.60 201.60 201.60 186.60 186.60 186.60 201.60 201.60 201.60 201.60 201.60 201.60 201.60 201.60 S cm 0.90 1.20 1.20 0.40 0.50 0.50 0.70 0.80 1.10 1.30 0.80 1.20 1.00 1.30 K cm 0.90 1.10 1.00 0.90 1.00 0.90 0.90 1.00 1.10 1.10 1.00 1.00 1.00 1.40 R safe Ton 195.52 171.42 186.72 205.92 184.35 203.76 173.78 193.64 172.83 170.02 193.64 186.72 190.12 136.69

m 483 483 484 485 486 487 488 489 490 491 492 493 494 495 478 479 480 481 482 483 484 485 486 487 488 489 490 491 343 344 345 346 347 348 349 350 351 352 353 354 355 356 6 7 8 9 10 11 12 13 14 15 16 17 18 19 08/01/2008 08/01/2008 08/01/2008 08/01/2008 08/01/2008 08/01/2008 08/01/2008 08/01/2008 08/01/2008 08/01/2008 08/01/2008 08/01/2008 08/01/2008 08/01/2008 B C C B B B C C C C C C C C 6/A 6/A 7/C 7/C 7/C 7/C 7/D 7/D 6/B 6/B 6/B 6/B 6/D 6/D B A B D A C D A D B C A C D 11.00 11.00 12.00 11.00 11.00 11.50 14.30 8.00 9.50 10.00 10.50 10.50 12.00 13.40

`````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````` 496 492 357 1 09/01/2008 B 6/C B 11.00 232.00 7 6 13 3.02 3.50 3.50 186.60 0.80 0.80 227.80 497 498 499 500 501 501 502 503 504 505 506 507 508 509 510 511 512 513 513 514 515 516 517 518 518 519 493 494 495 496 497 498 499 500 501 502 503 504 505 506 507 508 509 510 510 511 512 513 514 515 516 517 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374 375 375 376 377 378 379 380 381 382 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 09/01/2008 09/01/2008 09/01/2008 09/01/2008 09/01/2008 09/01/2008 09/01/2008 09/01/2008 09/01/2008 09/01/2008 09/01/2008 09/01/2008 09/01/2008 09/01/2008 09/01/2008 09/01/2008 09/01/2008 09/01/2008 09/01/2008 09/01/2008 09/01/2008 09/01/2008 09/01/2008 09/01/2008 09/01/2008 09/01/2008 C C C C C B C C C C B C C C C C C C A A A A A A A A 6/C 6/C 6/C 5/D 5/D 5/D 5/D 4/D 4/D 6/D 6/D 5/B 5/B 5/B 5/B 4/D 4/D 4/E 4/A 4/A 4/A 4/A 5/A 5/A 5/A 5/A D A C D B A C C D B A D B C A A B C A D C B B D C A 12.00 12.50 11.50 12.00 12.50 12.00 12.50 12.70 13.80 12.50 12.00 10.50 10.50 10.00 11.00 12.00 12.60 7.50 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 7 7 7 7 7 7 7 7 7 7 6 6 6 6 6 13 13 13 14 14 14 14 14 14 14 14 14 14 13 13 13 13 13 7 7 7 7 7 7 7 7 3.02 3.02 3.02 3.25 3.25 3.25 3.25 3.25 3.25 3.25 3.25 3.25 3.25 3.02 3.02 3.02 3.02 3.02 1.62 1.62 1.62 1.62 1.62 1.62 1.62 1.62 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 201.60 201.60 201.60 201.60 201.60 186.60 201.60 201.60 201.60 201.60 186.60 201.60 201.60 201.60 201.60 201.60 201.60 201.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 171.60 1.00 3.80 0.60 1.20 1.00 1.20 1.60 1.50 2.00 1.30 0.70 1.00 1.00 1.00 1.00 0.80 1.20 0.90 3.20 1.00 1.80 0.50 1.70 1.50 1.20 1.00 0.90 1.00 1.00 1.30 0.80 1.00 1.20 1.00 1.00 1.00 0.60 0.80 1.00 0.90 0.90 1.10 1.50 1.50 0.90 0.70 0.90 0.40 0.70 1.00 1.10 1.00 216.57 156.94 204.32 147.27 232.37 172.83 153.77 181.85 174.27 185.07 288.91 232.37 190.12 216.57 216.57 183.54 133.69 136.21 192.15 293.03 217.06 520.95 269.46 203.85 192.15 213.11

`````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````` 520 518 383 1 11/01/2008 C 5/C D 13.50 232.00 7 7 14 3.25 3.50 3.50 201.60 1.00 0.80 232.37 521 522 523 524 525 525 526 519 520 521 522 523 524 525 384 385 386 387 388 389 390 2 3 4 5 6 7 8 11/01/2008 11/01/2008 11/01/2008 11/01/2008 11/01/2008 11/01/2008 11/01/2008 C B C B B C C 5/C 5/C 5/C 3/D 3/D 3/D 3/D A B C C D A B 12.00 13.00 13.00 13.60 13.50 13.40 13.50 232.00 232.00 232.00 232.00 232.00 232.00 232.00 7 7 7 7 7 7 7 7 7 7 7 7 7 7 14 14 14 14 14 14 14 3.25 3.25 3.25 3.25 3.25 3.25 3.25 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 201.60 186.60 201.60 186.60 186.60 201.60 201.60 1.60 1.20 1.40 2.70 3.00 1.20 1.10 0.90 0.90 0.80 1.20 1.10 0.90 1.30 197.29 189.77 222.48 131.68 138.26 205.03 148.32 15/42


MIDDLE TAHAP I

MIDDLE TAHAP II

NO

Tanggal

Type Ram Sroke

Lokasi As

Nama Tiang


Dimensi Tiang q kg/m 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 I m 7 7 7 7 7 7 7 7 7 7 7 7 7 II m 7 7 6 6 7 7 7 7 7 7 6 7 7 III m IV m V m VI m H m 14 14 13 13 14 14 14 14 14 14 13 14 14 Wp Ton 3.25 3.25 3.02 3.02 3.25 3.25 3.25 3.25 3.25 3.25 3.02 3.25 3.25 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 SF

Kapasitas Tiang (Hiley Formula) Wr Ton 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 H cm 201.60 186.60 186.60 201.60 201.60 201.60 201.60 186.60 201.60 201.60 201.60 201.60 201.60 S cm 1.50 0.60 1.00 1.30 1.20 1.00 1.60 1.50 1.40 1.00 2.50 1.20 1.70 K cm 0.80 1.90 0.90 0.60 0.60 1.10 1.40 1.20 1.00 1.10 1.50 1.30 1.20 R safe Ton 220.14 98.76 200.46 296.68 290.46 174.27 134.06 143.38 183.45 174.27 123.76 147.27 152.65

m 527 528 529 530 531 532 533 534 535 536 537 537 538 526 527 528 529 530 531 532 533 534 535 536 536 537 391 392 393 394 395 396 397 398 399 400 401 401 402 9 10 11 12 13 14 15 16 17 18 19 20 21 11/01/2008 11/01/2008 11/01/2008 11/01/2008 11/01/2008 11/01/2008 11/01/2008 11/01/2008 11/01/2008 11/01/2008 11/01/2008 11/01/2008 11/01/2008 C B B C C C C B C C C C C 7/D 7/D 4/E 4/E 4/F 4/F 4/F 4/F 4/B 3/F 3/F 3/F 3/F B C A B B D A C C A B C D 14.00 14.00 8.00 8.00 11.80 11.50 12.00 12.90 11.50 12.50 12.50 12.00 12.00

16/42


MIDDLE TAHAP I

MIDDLE TAHAP II

NO

Tanggal

Type Ram Sroke

Lokasi As

Nama Tiang




m

`````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````` 539 538 403 1 12/01/2008 C 3/E C 8.80 232.00 7 6 13 3.02 3.50 3.50 201.60 2.20 0.60 264.12 540 541 542 543 544 544 545 546 547 548 549 550 551 552 553 554 555 539 540 541 542 543 544 545 546 547 548 549 550 551 552 553 554 555 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 12/01/2008 12/01/2008 12/01/2008 12/01/2008 12/01/2008 12/01/2008 12/01/2008 12/01/2008 12/01/2008 12/01/2008 12/01/2008 12/01/2008 12/01/2008 12/01/2008 12/01/2008 12/01/2008 12/01/2008 C B C C C B B C C C B C B C B B B 3/E 3/E 3/E 4/B 4/B 4/C 4/C 2/F 2/F 2/F 4/C 2/E 3/C 2/E 3/C 3/C 3/C D B A A B D A A B C B A C C A D B 8.30 10.50 11.00 10.00 10.20 13.00 14.00 13.00 12.50 12.00 10.00 11.00 13.50 8.50 12.00 13.50 13.50 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 14 13 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 3.25 3.02 3.25 3.25 3.25 3.25 3.25 3.25 3.25 3.25 3.25 3.25 3.25 3.25 3.25 3.25 3.25 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 201.60 186.60 201.60 201.60 201.60 186.60 186.60 201.60 201.60 201.60 186.60 201.60 186.60 201.60 186.60 186.60 186.60 1.10 1.90 1.70 0.90 0.70 1.20 1.00 2.90 1.20 1.10 1.60 1.80 1.30 1.70 1.70 1.40 1.40 1.10 0.80 0.90 0.90 0.70 0.80 0.70 1.20 0.80 1.10 1.00 1.20 0.60 0.70 1.00 1.00 0.70 172.83 202.49 195.45 211.24 271.60 210.40 241.96 140.35 227.31 172.83 166.87 151.54 265.16 240.38 165.44 169.80 230.44

`````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````` 556 556 421 1 13/01/2008 C 2/E D 10.00 232.00 7 7 14 3.25 3.50 3.50 201.60 1.50 0.70 246.03 557 558 559 560 561 561 562 563 564 565 566 557 558 559 560 561 562 563 564 565 566 567 422 423 424 425 426 427 428 429 430 431 432 2 3 4 5 6 7 8 9 10 11 12 13/01/2008 13/01/2008 13/01/2008 13/01/2008 13/01/2008 13/01/2008 13/01/2008 13/01/2008 13/01/2008 13/01/2008 13/01/2008 B C C C B B B C B C C 1/F 2/F 2/E 2/C 2/C 2/C 2/C 1/E 1/E 2/D 4/B A D B C A D B A B D D 12.80 12.00 11.80 11.50 11.00 9.50 11.50 11.80 12.00 11.50 11.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 7 7 7 7 7 7 7 7 7 7 7 6 7 6 7 7 7 6 6 6 6 7 13 14 13 14 14 14 13 13 13 13 14 3.02 3.25 3.02 3.25 3.25 3.25 3.02 3.02 3.02 3.02 3.25 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 186.60 201.60 201.60 201.60 186.60 186.60 186.60 201.60 186.60 201.60 201.60 1.40 1.90 1.80 1.00 1.20 0.60 1.00 1.60 1.60 0.90 1.10 0.80 1.40 1.10 0.90 1.00 0.90 0.90 1.00 0.70 1.00 0.70 213.26 131.53 169.20 209.13 172.83 201.63 200.46 186.70 233.09 198.69 258.18

`````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````` 567 568 433 1 15/01/2008 C 2/D B 14.50 232.00 7 6 6 19 4.41 3.50 3.50 201.60 1.20 1.00 159.33 568 569 570 571 572 572 569 570 571 572 573 574 434 435 436 437 438 439 2 3 4 5 6 7 15/01/2008 15/01/2008 15/01/2008 15/01/2008 15/01/2008 15/01/2008 C C B B B B 2/D 1/D 1/D 1/C 1/C 2/D C A B A B A 13.00 15.00 9.50 12.00 11.50 13.00 232.00 232.00 232.00 232.00 232.00 232.00 7 7 7 7 7 7 6 6 6 6 6 6 6 13 19 13 13 13 13 3.02 4.41 3.02 3.02 3.02 3.02 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 201.60 201.60 186.60 186.60 186.60 186.60 0.30 1.50 1.30 1.20 1.70 1.70 0.60 1.30 1.10 1.00 0.70 0.90 343.77 123.07 162.98 178.98 230.41 187.35

`````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````` 573 575 440 1 16/01/2008 C 1/A A 9.00 232.00 10 10 2.32 3.50 3.50 201.60 1.80 1.80 122.46 574 575 576 577 578 579 580 581 582 576 577 578 579 580 581 582 583 584 441 442 443 444 445 446 447 448 449 2 3 4 5 6 7 8 9 10 16/01/2008 16/01/2008 16/01/2008 16/01/2008 16/01/2008 16/01/2008 16/01/2008 16/01/2008 16/01/2008 C B B B B B B B C 1/A 3/A 3/A 3/A 3/A 3/B 3/B 3/B 3/B B D B C A B D A C 9.00 12.50 12.50 12.50 12.50 11.50 10.50 11.00 10.50 232.00 10 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 7 7 7 7 7 7 7 7 6 6 6 6 6 6 6 6 10 13 13 13 13 13 13 13 13 2.32 3.02 3.02 3.02 3.02 3.02 3.02 3.02 3.02 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 201.60 186.60 186.60 186.60 186.60 186.60 186.60 186.60 201.60 3.40 1.40 1.70 1.60 0.90 1.60 1.00 1.70 1.20 1.20 0.90 0.90 1.00 0.80 0.70 0.60 0.90 1.30 157.45 192.75 187.35 172.81 225.24 233.09 286.37 187.35 152.52 17/42


MIDDLE TAHAP I

MIDDLE TAHAP II

NO

Tanggal

Type Ram Sroke

Lokasi As

Nama Tiang




m

`````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````````` 583 584 585 586 587 588 589 590 585 586 587 588 589 590 591 592 450 451 452 453 454 455 456 457 1 2 3 4 5 6 7 8 17/01/2008 17/01/2008 17/01/2008 17/01/2008 17/01/2008 17/01/2008 17/01/2008 17/01/2008 C C C C C C C C 2/A 2/A 2/A 2/A 2/B 2/B 2/B 2/B D B C A B A D C 9.50 10.50 8.50 10.00 12.00 11.00 10.00 10.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 232.00 7 7 7 7 7 7 7 7 6 6 6 6 7 7 7 7 13 13 13 13 1.62 1.62 1.62 1.62 3.02 3.02 3.02 3.02 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 3.50 201.60 201.60 201.60 201.60 201.60 201.60 201.60 201.60 1.70 1.50 1.20 1.70 1.30 1.40 1.20 1.30 0.70 0.50 0.80 0.50 0.90 0.70 0.90 0.70 316.56 423.71 299.36 411.06 210.27 257.83 212.33 260.93

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18/42


MIDDLE TAHAP I

MIDDLE TAHAP II

NO

Tanggal

Type Ram Sroke

Lokasi As

Nama Tiang




m

Jumlah tiang bottom

aktual 697 (6,7,9m)

rencana 697

19/42

Keterangan

re drive tgl 04/12/07

20/42

Keterangan

PENAMBAHAN TITIK

Re-Drive

21/42

Keterangan

PDA TEST PDA TEST

22/42

Keterangan

KEPALA TIANG RUSAK, MIRING KEPALA TIANG RUSAK, MIRING Re-Drive

KEPALA PECAH

23/42

Keterangan

24/42

Keterangan

RE-DRIVE

25/42

Keterangan

26/42

Keterangan

TIANG PATAH

27/42

Keterangan

PENAMBAHAN TITIK

28/42

Keterangan

29/42

Keterangan

PENAMBAHAN TITIK PENAMBAHAN TITIK

30/42

Keterangan

31/42

Keterangan

32/42

Keterangan

33/42

Keterangan

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34/42

Keterangan

35/42

Keterangan

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36/42

Keterangan

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37/42

Keterangan

38/42

Monitoring Penyambungan PancangFinal Set tanpa Sambungan Final Set dengan Sambungan I Sambungan III No 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 Tanggal 12/2/2007 12/3/2007 12/4/2007 12/5/2007 12/6/2007 12/7/2007 12/8/2007 12/9/2007 12/10/2007 12/11/2007 12/12/2007 12/13/2007 12/14/2007 12/15/2007 12/16/2007 12/17/2007 12/18/2007 12/19/2007 12/20/2007 12/21/2007 12/22/2007 12/23/2007 12/24/2007 12/25/2007 12/26/2007 12/27/2007 12/28/2007 12/29/2007 (126 middle) Titik Terpancang 3 8 6 7 8 5 5 6 3 Titik Terpancang Kumulatif 3 11 17 24 32 37 42 48 51 Tiang Terpancang 3 11 8 11 8 5 6 6 4 Tiang Terpancang Kumulatif 3 14 22 33 41 46 52 58 62 Tiang Bisa Dipakai Lagi 2 1 2 1 2 1 1 = 150 (679 bottom) = 134 (200 middle)

29 30

12/30/2007 12/31/2007

toring Penyambungan Pancang

Tiang Bisa Dipakai Lagi Kumulatif 0 2 3 5 6 6 8 9 10

cara menghitung daya dukung pemancangan

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