Analisis Perhitungan Daya Dukung Aksial Pondasi Tiang Bor Tunggal Diameter 0,6 Meter Menggunakan Data Sondir, SPT, Uji Beban Statik, dan PDA pada Proyek Pembangunan Hotel Sapadia Medan

  LAMPIRAN

  Perhitungan Daya Dukung Ultimit dan Daya Dukung Ijin Bored Pile pada Titik Sondir S-1 dengan Metode Meyerhoff

  4.4 75 2826 264 188.4 261.69

  2.2 41 2826 76 188.4 130.18

  41.49

  2.4 48 2826 84 188.4 151.47

  48.38

  2.6 75 2826 94 188.4 229.66

  74.19

  2.8 85 2826 106 188.4 260.18

  84.06 3 109 2826 122 188.4 331.02 107.27 3.2 125 2826 164 188.4 384.15 123.93 3.4 138 2826 188 188.4 425.41 137.08

  3.6 51 2826 198 188.4 181.43

  55.50

  3.8 46 2826 208 188.4 169.18

  51.17 4 115 2826 230 188.4 368.32 117.00 4.2 121 2826 252 188.4 389.42 123.48

  80.60

  2 37 2826 66 188.4 117.00

  4.6 61 2826 276 188.4 224.38

  67.86 4.8 101 2826 294 188.4 340.82 106.22 5 105 2826 310 188.4 355.13 110.59 5.2 71 2826 322 188.4 261.31

  79.01

  5.4 85 2826 334 188.4 303.14

  92.66 5.6 112 2826 360 188.4 384.34 119.07 5.8 124 2826 384 188.4 422.77 131.28

  6 48 2826 394 188.4 209.88

  60.06

  6.2 51 2826 402 188.4 219.86

  63.19

  6.4 65 2826 412 188.4 261.31

  76.75

  6.6 71 2826 422 188.4 280.15

  37.34

  35.08

  Kedalaman PPK (qc) Ap JHL K Qult Qall (m) (kg/cm2) cm2 (kg/cm) (cm) (ton) (ton) 2826 188.4

  29.58

  0.00

  0.00

  0.2 6 2826 4 188.4

  17.71

  5.80

  0.4 7 2826 10 188.4

  21.67

  6.97

  0.6 10 2826 16 188.4

  31.27

  10.02

  0.8 9 2826 22 188.4

  9.31

  1.8 35 2826 56 188.4 109.46

  1 15 2826 28 188.4

  47.67

  15.19

  1.2 14 2826 34 188.4

  45.97

  14.47

  1.4 13 2826 40 188.4

  44.27

  13.75

  1.6 30 2826 48 188.4

  93.82

  30.07

  82.78 Tabel lanjutan 6,8 154 2826 438 188,4 517,72 161,57 7 159 2826 464 188,4 536,75 167,26 7,2 164 2826 492 188,4 556,16 173,03

  Perhitungan Daya Dukung Ultimit dan Daya Dukung Ijin Bored Pile pada Titik Sondir S-2 dengan Metode Meyerhoff

  3 68 2826 136 188.4 217.79

  1.8 15 2826 60 188.4

  53.69

  16.39

  2 34 2826 70 188.4 109.27

  34.67

  2.2 47 2826 80 188.4 147.89

  47.29

  2.4 51 2826 90 188.4 161.08

  51.43

  2.6 81 2826 104 188.4 248.50

  80.22 2.8 115 2826 122 188.4 347.97 112.93

  69.18

  38.06

  3.2 75 2826 150 188.4 240.21

  76.30

  3.4 80 2826 164 188.4 256.98

  81.54

  3.6 98 2826 182 188.4 311.24

  99.17

  3.8 81 2826 196 188.4 265.83

  83.69

  4 57 2826 208 188.4 200.27

  61.53 4.2 102 2826 226 188.4 330.83 104.60 4.4 127 2826 246 188.4 405.25 128.90

  4.6 20 2826 254 188.4 104.37

  11.38

  1.6 10 2826 52 188.4

  Kedalaman PPK

  37.30

  (qc) Ap JHL K Qult Qall

  (m) (kg/cm2) cm2 (kg/cm) (cm) (ton) (ton) 2826 188.4

  0.00

  0.00

  0.2 10 2826 6 188.4

  29.39

  9.65

  0.4 7 2826 12 188.4

  22.04

  7.05

  0.6 12 2826 18 188.4

  11.98

  8.33

  0.8 15 2826 26 188.4

  47.29

  15.11

  1 17 2826 34 188.4

  54.45

  17.30

  1.2 8 2826 40 188.4

  30.14

  9.04

  1.4 7 2826 46 188.4

  28.45

  28.41 Tabel Lanjutan Perhitungan Daya Dukung Ultimit dan Daya Dukung Ijin Bored Pile pada Titik

  Sondir S-3 dengan Metode Meyerhoff Kedalaman

  1.6 21 2826 48 188.4

  1.2 10 2826 32 188.4

  34.29

  10.63

  1.4 15 2826 40 188.4

  49.93

  15.64

  68.39

  21.85

  21.59

  1.8 27 2826 56 188.4

  86.85

  27.54 4,8 11 2826 260 188,4 80,07 20,16

  5 37 2826 270 188,4 155,43 45,03 5,2 35 2826 280 188,4 151,66 43,52 5,4 34 2826 290 188,4 150,72 42,96 5,6 41 2826 300 188,4 172,39 49,93 5,8 45 2826 310 188,4 185,57 54,07

  6 51 2826 322 188,4 204,79 60,17 6,2 21 2826 330 188,4 121,52 32,22 6,4 15 2826 336 188,4 105,69 26,79 6,6 10 2826 342 188,4 92,69 22,31 6,8 22 2826 350 188,4 128,11 33,91

  6.63

  1 6 2826 26 188.4

  PPK (qc)

  0.4 10 2826 12 188.4

  Ap JHL K Qult Qall (m) (kg/cm2) cm2 (kg/cm) (cm) (ton) (ton) 2826 188.4

  0.00

  0.00

  0.2 7 2826 6 188.4

  20.91

  6.82

  30.52

  5.54

  9.87

  0.6 5 2826 18 188.4

  17.52

  5.39

  0.8 5 2826 22 188.4

  18.27

  7 30 2826 358 188,4 152,23 41,75 7,2 52 2826 368 188,4 216,28 62,85 7,4 86 2826 382 188,4 315,00 95,41 7,6 157 2826 408 188,4 520,55 163,27 7,8 163 2826 436 188,4 542,78 169,97 8 165 2826 466 188,4 554,08 172,99

  Tabel Lanjutan

  2 34 2826 66 188,4 108,52 34,51 2,2 107 2826 84 188,4 318,21 103,96 2,4 115 2826 102 188,4 344,21 112,17 2,6 124 2826 120 188,4 373,03 121,33 2,8 131 2826 140 188,4 396,58 128,68 3 121 2826 160 188,4 372,09 120,01 3,2 116 2826 180 188,4 361,73 116,05 3,4 67 2826 192 188,4 225,51 70,35 3,6 75 2826 206 188,4 250,76 78,41 3,8 82 2826 220 188,4 273,18 85,53 4 131 2826 242 188,4 415,80 132,52 4,2 125 2826 262 188,4 402,61 127,62 4,4 131 2826 284 188,4 423,71 134,10 4,6 142 2826 304 188,4 458,57 145,22 4,8 42 2826 314 188,4 177,85 51,40

  5 9 2826 320 188,4 85,72 20,54 5,2 12 2826 326 188,4 95,33 23,59 5,4 20 2826 335 188,4 119,63 31,46 5,6 88 2826 350 188,4 314,63 96,08 5,8 74 2826 362 188,4 277,32 83,35

  6 57 2826 372 188,4 231,17 67,71 6,2 40 2826 382 188,4 185,01 52,07 6,4 43 2826 392 188,4 195,37 55,28 6,6 36 2826 402 188,4 177,47 49,06 6,8 82 2826 416 188,4 310,11 92,92 7 135 2826 438 188,4 464,03 143,67 7,2 147 2826 464 188,4 502,84 155,96 7,4 151 2826 492 188,4 519,42 160,78 7,6 163 2826 522 188,4 558,98 173,21 7,8 166 2826 552 188,4 573,11 177,17 Perhitungan Daya Dukung Ultimit dan Daya Dukung Ijin Bored Pile pada Titik Sondir S-4 dengan Metode Meyerhoff

  Kedalaman PPK

  3.6 43 2826 130 188.4 146.01

  55.31

  4.2 52 2826 168 188.4 178.60

  52.04

  4 49 2826 156 188.4 167.86

  47.74

  3.8 45 2826 142 188.4 153.92

  45.40

  29.01

  75.55

  96.08

  3.4 26 2826 120 188.4

  26.83

  88.92

  3.2 24 2826 112 188.4

  24.64

  81.77

  3 22 2826 104 188.4

  4.4 15 2826 176 188.4

  20.76

  88.36

  34.06

  6 95 2826 244 188.4 314.44

  47.29

  5.8 41 2826 230 188.4 159.20

  41.26

  5.6 35 2826 220 188.4 140.36

  37.19

  5.4 31 2826 212 188.4 127.55

  5.2 28 2826 204 188.4 117.56

  4.6 13 2826 182 188.4

  28.11

  99.10

  5 22 2826 196 188.4

  16.43

  63.30

  4.8 10 2826 186 188.4

  19.10

  71.03

  27.09

  2.8 25 2826 94 188.4

  (qc) Ap JHL K Qult Qall

  0.6 12 2826 18 188.4

  34.29

  1 10 2826 32 188.4

  13.23

  41.64

  0.8 13 2826 26 188.4

  11.98

  37.30

  9.87

  1.2 11 2826 38 188.4

  30.52

  0.4 10 2826 12 188.4

  7.76

  23.74

  0.2 8 2826 6 188.4

  0.00

  0.00

  (m) (kg/cm2) cm2 (kg/cm) (cm) (ton) (ton) 2826 188.4

  10.63

  38.25

  37.15

  2 28 2826 56 188.4

  2.6 36 2826 86 188.4 117.94

  35.83

  2.4 35 2826 76 188.4 113.23

  31.69

  2.2 31 2826 66 188.4 100.04

  28.49

  89.68

  13.79

  11.79

  46.35

  1.8 12 2826 66 188.4

  11.68

  39.56

  1.6 10 2826 60 188.4

  13.11

  42.96

  1.4 12 2826 48 188.4

  98.68 6.2 102 2826 260 188.4 337.24 105.88 Tabel Lanjutan 6,4 105 2826 276 188,4 348,73 109,31 6,6 56 2826 286 188,4 212,14 63,53 6,8 51 2826 296 188,4 199,89 59,20

  7 22 2826 306 188,4 119,82 32,25 7,2 45 2826 316 188,4 186,70 54,30 7,4 56 2826 326 188,4 219,67 65,04 7,6 87 2826 338 188,4 309,54 94,69 7,8 152 2826 364 188,4 498,13 156,90 8 159 2826 392 188,4 523,19 164,55 8,2 165 2826 420 188,4 545,42 171,26

  26.72

  15.30

  2 15 2826 62 188.4

  54.07

  16.47

  2.2 16 2826 68 188.4

  58.03

  17.63

  2.4 18 2826 76 188.4

  65.19

  19.82

  2.6 25 2826 84 188.4

  86.48

  2.8 48 2826 96 188.4 153.73

  1.8 14 2826 56 188.4

  48.83

  3 52 2826 110 188.4 167.68

  53.13

  3.2 35 2826 118 188.4 121.14

  37.42

  3.4 31 2826 126 188.4 111.34

  33.95

  3.6 45 2826 134 188.4 152.42

  47.44

  3.8 47 2826 144 188.4 159.95

  49.70

  4 25 2826 150 188.4

  98.91

  50.11

  16.01

  Perhitungan Daya Dukung Ultimit dan Daya Dukung Ijin Bored Pile pada Titik Sondir S-5 dengan Metode Meyerhoff

  31.65

  Kedalaman PPK

  (qc) Ap JHL K Qult Qall

  (m) (kg/cm2) cm2 (kg/cm) (cm) (ton) (ton) 2826 188.4

  0.00

  0.00

  0.2 7 2826 6 188.4

  20.91

  6.82

  0.4 8 2826 12 188.4

  24.87

  7.99

  0.6 10 2826 18 188.4

  10.10

  51.81

  0.8 12 2826 26 188.4

  38.81

  12.28

  1 14 2826 28 188.4

  44.84

  14.24

  1.2 15 2826 34 188.4

  48.80

  15.41

  1.4 14 2826 42 188.4

  47.48

  14.77

  1.6 15 2826 50 188.4

  29.20

• 2,45

  VI Medium to Coarse Sand 39 - -

  V Sandy Silt

  11

  73.33

  0.55

  15.20

  41.25

  18.65

  59.90

  23.96 8,45

  47.02

  43.85

  88.27 77.15 165.42

  66.17 10,45

  VII Medium Sand 24 - - 28.94 117.21 47.48 164.69

  65.87 12,45

  VIII Sand 35 - - 42.20 159.41 69.24 228.65

  91.46 14,45

  IX Sand 43 - - 51.85 211.26 85.06 296.32 118.53 16,45

  IX Sand 38 - - 45.82 257.08 75.17 332.25 132.90 18,45

  IX Sand 32 - - 38.58 295.66 63.30 358.96 143.59 20,45

  17.54 6,45

  17.80

  Tabel Lanjutan 4,8 14 2826 178 188,4 73,10 19,90

  I Sandy Silt mixed Gravel,Boulder

  5 13 2826 184 188,4 71,40 19,18 5,2 12 2826 196 188,4 70,84 18,69 5,4 11 2826 202 188,4 69,14 17,97 5,6 22 2826 208 188,4 101,36 28,56 5,8 25 2826 214 188,4 110,97 31,61

  6 27 2826 222 188,4 118,13 33,80 6,2 31 2826 230 188,4 130,94 37,87 6,4 34 2826 238 188,4 140,92 41,00 6,6 39 2826 246 188,4 156,56 46,01 6,8 45 2826 254 188,4 175,02 51,96

  7 46 2826 264 188,4 179,73 53,28 7,2 58 2826 276 188,4 215,91 65,04 7,4 76 2826 288 188,4 269,04 82,44 7,6 85 2826 302 188,4 297,11 91,45 7,8 91 2826 316 188,4 316,70 97,63 8 135 2826 338 188,4 445,19 139,91 8,2 153 2826 362 188,4 500,58 157,77 8,4 161 2826 388 188,4 528,09 166,28 8,6 165 2826 416 188,4 544,66 171,10

  Perhitungan Daya Dukung Tiang Bor (Bored Pile) Menggunakan Data SPT (BH-1) Depth

  Soil Layer

  Soil N

  Cu α

  Skin Friction End Qult Qizin

  Description Local Cumm Bearing m (kN/m2) Ton Ton Ton Ton Ton 0,0

  III Clayes Silt

  26.05

  11

  73.33

  0.55

  15.20

  15.20

  18.65

  33.85

  13.54 4,45

  IV Silty Sand 9 - -

  10.85

  IX Sand 51 - - 61.49 357.16 100.89 458.04 183.22

  Tabel Lanjutan

  X Medium to Coarse Sand 53 63,91 421,06 104,84 525,91 210,36 - - 22,45

  23 XI Silty Sand 52 62,70 483,76 102,87 586,63 234,65 - -

  XI Silty Sand 50 60,29 544,05 98,91 642,96 257,18 - - 24,45 26,45

  XI Silty Sand - - 47 56,67 600,72 92,98 693,70 277,48 28,45

  XI Silty Sand 55 63,30 664,02 108,80 772,82 309,13 - -

  XI Silty Sand 51 61,49 725,52 100,89 826,40 330,56 - - 30,45 Perhitungan Daya Dukung Tiang Bor (Bored Pile) Menggunakan Data SPT (BH-2)

  Soil Skin Friction End Soil

  Depth Cu Qult Qizin

  α Layer

  Description N Local Cumm Bearing m (kN/m2) Ton Ton Ton Ton Ton

  I Sandy Silt mixed Gravel,Boulder - - 0,0 2,45

  II Clayes Silt

  5

  33.33

  0.55

  6.91

  6.91

  8.48

  15.39

  6.15 III Clayes Sand

  12 - - 4,45

  14.47

  21.38

  23.74

  45.12

  18.05 6,45

  IV Sandy Silt 19 126.67

  0.55

  26.25

  47.63

  32.22

  79.84

  31.94 V Silty Sand

  41 - - 8,45

  49.44

  97.06 81.11 178.17

  71.27 V Silty Sand

  38 - - 10,45 45.82 142.88 75.17 218.05

  87.22 V Silty Sand

  35 - - 12,45 42.20 185.08 69.24 254.32 101.73

  VI Medium Sand

  51 - - 14,45 61.49 246.58 100.89 347.47 138.99

  VI Medium Sand

  49 - - 16,45 59.08 305.66 96.93 402.59 161.04

  VI Medium Sand

  50 - 18,45 60.29 365.95 98.91 464.86 185.94 -

  VII Medium to Coarse Sand

  22 - - 20,45 26.53 392.47 43.52 436.00 174.40

  VIII Fine to Medium Sand

  20 - - 22,45 24.12 416.59 39.56 456.15 182.46

  IX Medium Sand

  18 21.70 438.29 35.61 473.90 189.56 -

• 23

  IX Medium Sand

  28 - - 24,45 33.76 472.06 55.39 527.44 210.98

  26,45

  IX Medium Sand

  39 - - 47.02 519.08 77.15 596.23 238.49

  X Silty Sand

  53 - - 28,45 63.91 582.98 104.84 687.83 275.13

  X Silty Sand

  56 - - 30,45 64.06 647.04 110.78 757.82 303.13 Perhitungan Daya Dukung Tiang Bor (Bored Pile) Menggunakan Data SPT (BH-3) Depth

  Soil Layer

  23 IX Medium Sand 50 - - 60.29 511.69 98.91 610.60 244.24 24,45

  66.32 10,45

  VI Medium Sand 37 - - 44.61 131.28 73.19 204.47

  81.79 12,45

  VI Medium Sand 48 - - 57.88 189.15 94.95 284.11 113.64 14,45

  VII Silty Clay some Sand 24 160.00

  0.55 33.16 222.31 40.69 263.01 105.20 16,45

  VIII Sand 40 - - 48.23 270.54 79.13 349.67 139.87 18,45

  VIII Sand 51 - - 61.49 332.04 100.89 432.92 173.17 20,45

  VIII Sand 50 - - 60.29 392.32 98.91 491.23 196.49 22,45

  IX Medium Sand 49 - - 59.08 451.41 96.93 548.34 219.34

  IX Medium Sand 53 - - 63.91 575.60 104.84 680.44 272.18 26,45

  48.23

  X Silty Sand 52 - - 62.70 638.30 102.87 741.17 296.47 28,45

  X Silty Sand 50 - - 60.29 698.59 98.91 797.50 319.00 30,45

  X Silty Sand 37 - - 44.61 743.20 73.19 816.39 326.56 Parameter Tanah untuk Program Plaxis pada Lokasi BH-1

  No. Jenis Tanah Tebal MAT γ _dry γ _wet kx ky

  Es’ µ'

  Lap dan Lap (m) (kN/m ³⁾ (kN/m ³ ) (m/day (m/day) (kN/m ² ) (kN/m ² ) Konsistensi (m) tanah

  1 Sandy Silt mixed 0,55 1,5 4,5 14,3 864,000000 864,000000 3792,14 0,4

  25 Gravel and Boulder N = 0 Medium

  2 Sandy Silt and 0,55 4,5 14,3 864,000000 864,000000 3792,14 0,4

  25 Boulder N = 0 Medium

  3 Clayes Silt and 2,4 10,7 20,5 864,000000 864,000000 8273,76 0,35 32,9 30,2 0,2 Boulder N = 11

  86.66 79.13 165.79

  V Sand some Gravel 40 - -

  Soil N

  18.46

  Cu α

  Skin Friction End Qult Qizin

  Description Local Cumm Bearing m (kN/m2) Ton Ton Ton Ton Ton 0,0

  I Boulder, Sand and Gravel - - 2,45

  II Clayes Silt

  6

  40.00

  0.55

  8.29

  8.29

  10.17

  7.39 4,45

  25.66 8,45

  III Sand some Clay 12 - -

  14.47

  22.76

  23.74

  46.50

  18.60 6,45

  IV Medium to Coarse Sand 13 - -

  15.67

  38.43

  25.72

  64.15

C’ ϕ Ψ

  Tabel Lanjutan N = 11 Medium

  4 Slity Sand 2 8,1 17,9 8,640000 8,640000 6894,8 0,4 32,5 2,5 N = 9 Loose to Medium

  5 Sandy Silt 1,7 10,7 20,5 0,008640 0,008640 8273,76 0,4 32,9 30,2 0,2 N = 11 Medium Dense Medium to

  6 Coarse 1,25 9,8 19,6 864,000000 864,000000 31026,6 0,3 38,9 8,9 Sand N = 39 Dense

  7 Medium Sand 3,95 9,8 19,6 8,640000 8,640000 31026,6 0,3 38,9 8,9 N = 39 Dense

  8 Sand 1,2 9,7 19,5 8,640000 8,640000 26200,24 0,3 38,5 8,5 N = 35 Dense

  9 Sand 7,6 10,7 20,5 8,640000 8,640000 37921,4 0,2 40,1

  10 N = 51 Dense to Very Dense Medium to

  10 Coarse 1,35 10,9 20,7 864,000000 864,000000 39989,84 0,2 40,4

  10 Sand N = 53 Very Dense

  11 Silty Sand 7,9 11,1 20,9 8,640000 8,640000 41368,8 0,2 40,8

  11 N = 55 Dense to Very Dense Parameter Tanah untuk Program Plaxis pada Lokasi BH-2 No. Jenis Tanah Tebal MAT

  γdry γwet kx ky Es’

  µ '

C’ ϕ Ψ

  1 Sandy Silt mixed

  36.4

  40.1

  10.1 N = 51 Dense to Very

  Dense

  7 Medium to Coarse

  2.8

  9.4 19.2 864.00000 864.00000 18615.96

  0.35

  36.8

  3.8 Sand N = 22

  Medium Dense

  8 Fine to Medium

  1.3

  9.3 19.1 8.64000 8.64000 17926.48

  0.35

  6.3 Sand N = 20

  10.7 20.5 8.64000 8.64000 41368.8

  Medium Dense

  9 Medium Sand

  3.95

  9.8 19.6 8.64000 8.64000 28958.16

  0.3

  38.9

  8.9 N = 39 Medium to Dense

  10 Silty Sand

  3.5

  11.3 21.1 8.64000 8.64000 55158.4

  0.2

  41

  11 N = 56 Dense to Very

  Dense

  0.2

  6.4

  0.55

  0.35

  1.35

  4.5 14.3 864.00000 864.00000 3447.4

  0.45

  25 Gravel and Boulder N = 0

  Medium

  2 Clayes Silt

  2.85

  8.9 18.7 0.00864 0.00864 3447.4

  0.4

  15

  27.6 N = 5 Medium

  3 Clayes Sand

  1.5

  8.6 18.4 8.64000 8.64000 8273.76

  33.9

  Lap dan Lap (m) (kN/m3 (kN/m3) (m/day (m/day) (kN/m2) kN/m2 Konsistensi (m) tanah

  3.9 N = 12 Medium

  4 Sandy Silt

  2.35

  11 20.8 0.00864 0.00864 17237

  0.35

  56.9

  32.7

  2.7 N = 19 Medium Dense

  5 Silty Sand

  5.25

  9.9 19.7 8.64000 8.64000 31026.6

  0.3

  39

  9 N = 41 Dense Parameter Tanah untuk Program Plaxis pada Lokasi BH-3 No. Jenis Tanah Tebal MAT kx ky µ'

  6 Medium Sand

  γdry γwet Es’ C’ ϕ Ψ Lap dan Lap (m) (kN/m3 (kN/m3) (m/day (m/day) (kN/m2) kN/m2

  Konsistensi (m) tanah

  1 Boulder, Sand and

  0.9

  1.45

  5.1 14.9 864.00000 864.00000 3792.14

  0.45

  25 Gravel N = 0 Dense

  2 Clayes Silt

  2.35

  9.4 19.2 0.00864 0.00864 3792.14

  0.4

  18

  28.1 N = 6 Medium

  3 Sand

  1.85

  8.6 18.4 0.00864 0.00864 8273.76

  0.35

  33.9

  0.9 N = 12 Medium

  4 Medium to Coarse

  2.1

  8.7 18.5 864.00000 864.00000 8618.5

  0.35

  34.2

  4.2 Sand N = 13 Medium Dense

  5 Sand

  1.35

  9.9 19.7 864.00000 864.00000 30337.12

  0.3

  39

  9 N = 40 Dense

  6 Medium Sand

  5.35

  10.4 20.2 8.64000 8.64000 33784.52

  0.3

  39.7

  9.7 N = 48 Dense

  7 Silty Clay

  0.55

  11.2 21 0.00086 0.00086 30337.12

  0.35

  70.9

  33.9

  3.9 Sand N = 40 Very Stiff

  8 Sand

  6.95

  10.7 20.5 8.64000 8.64000 34474

  0.2

  40.2

  10.2 N = 50 Dense to Very Dense

  9 Medium Sand

  4.3

  11 20.8 8.64000 8.64000 44816.2

  0.2

  40.5

  10.5 N = 53 Dense to Very Dense

  10 Silty Sand

  4.75

  10.8 20.6 8.64000 8.64000 41368.8

  0.2

  40.2

  10.2 N = 52 Very Dense to Dense