daya dukung tanah jembatan (pt. aria graha)

66
BH Lokasi Pile Properties Type : Bored Pile Diameter : 0.90 m Perimeter : 2.83 m Area : 0.64 m2 Unit weight : 21.00 kN/m Soil Type S : Sand C : Clay 0.55 SS : Sandy Silt 0.40 ML : Silt 0.30 SPT Correction 0.8 Soil Properties Compressio Capacity (k Layer N-SPT α Friction End Local Cumm 0 C1 0 -1.0 C1 1 -2.0 C1 1 4.00 0.55 6.22 6.22 22.89 -3.0 C1 1 4.00 0.55 6.22 12.43 22.89 -4.0 C1 1 4.00 0.47 5.31 17.75 22.89 -5.0 C1 1 4.00 0.55 6.22 23.96 22.89 -6.0 C1 3 12.00 0.55 18.65 42.62 68.67 -7.0 C1 3 12.00 0.55 18.65 61.27 68.67 -8.0 C2 2 8.00 0.55 12.43 73.70 45.78 -9.0 C2 2 8.00 0.55 12.43 86.14 45.78 -10.0 C2 3 12.00 0.55 18.65 104.79 68.67 -11.0 C2 3 12.00 0.55 18.65 123.44 68.67 -12.0 C2 5 20.00 0.55 31.09 154.53 114.45 -13.0 C2 5 20.00 0.55 31.09 185.61 114.45 -14.0 6 24.00 0.55 37.30 222.91 137.34 -15.0 6 24.00 0.55 37.30 260.22 137.34 -16.0 7 28.00 0.55 43.52 303.74 160.23 -17.0 7 28.00 0.55 43.52 347.26 160.23 -18.0 5 20.00 0.55 31.09 378.34 114.45 -19.0 5 20.00 0.55 31.09 409.43 114.45 -20.0 5 20.00 0.55 31.09 440.52 114.45 -21.0 5 20.00 0.55 31.09 471.60 114.45 -22.0 10 40.00 0.55 62.17 533.77 228.91 -23.0 10 40.00 0.55 62.17 595.95 228.91 -24.0 8 32.00 0.55 49.74 645.68 183.12 Depth (m) Cu (kN/m2) Calc. Method Cu = 5 Cmpresseion Skin Friction = 2* End Bearing (Q (c-soil) = 40 Ultimate (Qu) Pull Out Skin Friction Pile Weight (W Ultimate (Qpu

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Page 1: Daya Dukung Tanah Jembatan (PT. Aria Graha)

BHLokasi

Pile PropertiesType : Bored PileDiameter : 0.90 mPerimeter : 2.83 mArea : 0.64 m2Unit weight : 21.00 kN/m

Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30

SPT Correction 0.8

Soil Properties Compressio Capacity (kN)

Layer N-SPT α FrictionEnd Qu

Local Cumm0 C1 0

-1.0 C1 1-2.0 C1 1 4.00 0.55 6.22 6.22 22.89 29.11-3.0 C1 1 4.00 0.55 6.22 12.43 22.89 35.33-4.0 C1 1 4.00 0.47 5.31 17.75 22.89 40.64-5.0 C1 1 4.00 0.55 6.22 23.96 22.89 46.86-6.0 C1 3 12.00 0.55 18.65 42.62 68.67 111.29-7.0 C1 3 12.00 0.55 18.65 61.27 68.67 129.94-8.0 C2 2 8.00 0.55 12.43 73.70 45.78 119.48-9.0 C2 2 8.00 0.55 12.43 86.14 45.78 131.92

-10.0 C2 3 12.00 0.55 18.65 104.79 68.67 173.46-11.0 C2 3 12.00 0.55 18.65 123.44 68.67 192.11-12.0 C2 5 20.00 0.55 31.09 154.53 114.45 268.98-13.0 C2 5 20.00 0.55 31.09 185.61 114.45 300.06-14.0 6 24.00 0.55 37.30 222.91 137.34 360.26-15.0 6 24.00 0.55 37.30 260.22 137.34 397.56-16.0 7 28.00 0.55 43.52 303.74 160.23 463.97-17.0 7 28.00 0.55 43.52 347.26 160.23 507.49-18.0 5 20.00 0.55 31.09 378.34 114.45 492.80-19.0 5 20.00 0.55 31.09 409.43 114.45 523.88-20.0 5 20.00 0.55 31.09 440.52 114.45 554.97-21.0 5 20.00 0.55 31.09 471.60 114.45 586.06-22.0 10 40.00 0.55 62.17 533.77 228.91 762.68-23.0 10 40.00 0.55 62.17 595.95 228.91 824.85-24.0 8 32.00 0.55 49.74 645.68 183.12 828.81

Depth (m) Cu

(kN/m2)

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 2: Daya Dukung Tanah Jembatan (PT. Aria Graha)

-25.0 8 32.00 0.55 49.74 695.42 183.12 878.55-26.0 15 60.00 0.55 93.26 788.68 343.36 1132.04-27.0 15 60.00 0.55 93.26 881.94 343.36 1225.30-28.0 14 56.00 0.55 87.04 968.98 320.47 1289.45-29.0 14 56.00 0.55 87.04 1056.02 320.47 1376.49-30.0 14 56.00 0.55 87.04 1143.06 320.47 1463.53-31.0 14 56.00 0.55 87.04 1230.10 320.47 1550.57-32.0 11 44.00 0.55 68.39 1298.49 251.80 1550.29-33.0 11 44.00 0.55 68.39 1366.88 251.80 1618.68-34.0 17 68.00 0.55 105.69 1472.57 389.14 1861.71-35.0 17 68.00 0.55 105.69 1578.26 389.14 1967.40-36.0 18 72.00 0.55 111.91 1690.17 412.03 2102.20-37.0 18 72.00 0.55 111.91 1802.08 412.03 2214.11-38.0 20 80.00 0.55 124.34 1926.43 457.81 2384.24-39.0 20 80.00 0.55 124.34 2050.77 457.81 2508.58-40.0 21 84.00 0.55 130.56 2181.33 480.70 2662.04

106.48

Page 3: Daya Dukung Tanah Jembatan (PT. Aria Graha)

Pull Out Capacity (kN)Friction

Wp QpuLocal Cumm

0.00 0.0013.35 13.35

4.35 4.35 26.71 31.064.35 8.70 40.06 48.763.72 12.42 53.41 65.834.35 16.78 66.76 83.54

13.06 29.83 80.12 109.9513.06 42.89 93.47 136.36

8.70 51.59 106.82 158.418.70 60.30 120.18 180.47

13.06 73.35 133.53 206.8813.06 86.41 146.88 233.2921.76 108.17 160.23 268.4021.76 129.93 173.59 303.5226.11 156.04 186.94 342.9826.11 182.15 200.29 382.4530.46 212.62 213.65 426.2630.46 243.08 227.00 470.0821.76 264.84 240.35 505.1921.76 286.60 253.70 540.3121.76 308.36 267.06 575.4221.76 330.12 280.41 610.5343.52 373.64 293.76 667.4143.52 417.16 307.12 724.2834.82 451.98 320.47 772.45

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 4: Daya Dukung Tanah Jembatan (PT. Aria Graha)

34.82 486.80 333.82 820.6265.28 552.08 347.17 899.2565.28 617.36 360.53 977.8860.93 678.29 373.88 1052.1760.93 739.21 387.23 1126.4560.93 800.14 400.59 1200.7360.93 861.07 413.94 1275.0147.87 908.94 427.29 1336.2347.87 956.82 440.64 1397.4673.98 1030.80 454.00 1484.8073.98 1104.79 467.35 1572.1378.34 1183.12 480.70 1663.8278.34 1261.46 494.06 1755.5187.04 1348.50 507.41 1855.9187.04 1435.54 520.76 1956.3091.39 1526.93 534.11 2061.05

Page 5: Daya Dukung Tanah Jembatan (PT. Aria Graha)

BH : 326Lokasi : Gabus - Wadu ( KM 41+972 - KM 76+931) A1

Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m

Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30

SPT Correction 0.8

Soil Properties Compressio Capacity (kN)

Layer N-SPT α FrictionEnd Qu

Local Cumm0 C 0

-1.0 C 6 24.00 0.55 33.16 33.16 108.52 141.68-2.0 C 12 48.00 0.55 66.32 99.48 217.04 316.51-3.0 C 16 64.00 0.55 88.42 187.90 289.38 477.28-4.0 S1 18 72.00 0.00 0.00 187.90 325.56 513.45-5.0 S1 30 120.00 0.00 0.00 187.90 542.59 730.49-6.0 S1 50 200.00 0.00 0.00 187.90 904.32 1092.22-7.0 S1 58 232.00 0.00 0.00 187.90 1049.01 1236.91-8.0 S1 60 240.00 0.00 0.00 187.90 1085.18 1273.08-9.0 S1 60 240.00 0.00 0.00 187.90 1085.18 1273.08

-10.0 S1 60 240.00 0.00 0.00 187.90 1085.18 1273.08-11.0 S1 60 240.00 0.00 0.00 187.90 1085.18 1273.08-12.0 S1 60 240.00 0.00 0.00 187.90 1085.18 1273.08-13.0 S1 60 240.00 0.00 0.00 187.90 1085.18 1273.08-14.0 S2 60 240.00 0.00 0.00 187.90 1085.18 1273.08-15.0 S2 60 240.00 0.00 0.00 187.90 1085.18 1273.08

BH : 326Lokasi : Gabus - Wadu ( KM 41+972 - KM 76+931) A2

Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 m

Depth (m) Cu

(kN/m2)

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 6: Daya Dukung Tanah Jembatan (PT. Aria Graha)

Area : 0.50 m2Unit weight : 21.00 kN/m

Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30

SPT Correction 0.8

Soil Properties Compressio Capacity (kN)

Layer N-SPT α FrictionEnd Qu

Local Cumm0 C 0

-1.0 C 2 8.00 0.55 11.05 11.05 36.17 47.23-2.0 C 4 16.00 0.55 22.11 33.16 72.35 105.50-3.0 C 6 24.00 0.55 33.16 66.32 108.52 174.84-4.0 C 8 32.00 0.55 44.21 110.53 144.69 255.22-5.0 C 8 32.00 0.55 44.21 154.74 144.69 299.43-6.0 C 8 32.00 0.55 44.21 198.95 144.69 343.64-7.0 C 9 36.00 0.55 49.74 248.69 162.78 411.47-8.0 C 10 40.00 0.55 55.26 303.95 180.86 484.82-9.0 C 10 40.00 0.55 55.26 359.22 180.86 540.08

-10.0 C 10 40.00 0.55 55.26 414.48 180.86 595.34-11.0 C 10 40.00 0.55 55.26 469.74 180.86 650.61-12.0 SS 10 40.00 0.40 40.19 509.94 180.86 690.80-13.0 SS 10 40.00 0.40 40.19 550.13 180.86 730.99-14.0 SS 10 40.00 0.40 40.19 590.32 180.86 771.18-15.0 SS 10 40.00 0.40 40.19 630.51 180.86 811.38-16.0 SS 12 48.00 0.40 48.23 678.74 217.04 895.78-17.0 SS 18 72.00 0.40 72.35 751.09 325.56 1076.64-18.0 SS 20 80.00 0.40 80.38 831.47 361.73 1193.20-19.0 SS 25 100.00 0.40 100.48 931.95 452.16 1384.11-20.0 SS 27 108.00 0.40 108.52 1040.47 488.33 1528.80-21.0 SS 28 112.00 0.40 112.54 1153.01 506.42 1659.43-22.0 SS 29 116.00 0.40 116.56 1269.56 524.51 1794.07-23.0 SS 30 120.00 0.40 120.58 1390.14 542.59 1932.73-24.0 SS 31 124.00 0.40 124.60 1514.74 560.68 2075.41-25.0 SS 31 124.00 0.40 124.60 1639.33 560.68 2200.01

Depth (m) Cu

(kN/m2)

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 7: Daya Dukung Tanah Jembatan (PT. Aria Graha)

Pull Out Capacity (kN)Friction

Wp QpuLocal Cumm

0.00 0.0023.21 23.21 10.55 33.7646.42 69.63 21.10 90.7361.90 131.53 31.65 163.18

0.00 131.53 42.20 173.730.00 131.53 52.75 184.280.00 131.53 63.30 194.830.00 131.53 73.85 205.380.00 131.53 84.40 215.930.00 131.53 94.95 226.480.00 131.53 105.50 237.030.00 131.53 116.05 247.580.00 131.53 126.60 258.130.00 131.53 137.16 268.680.00 131.53 147.71 279.230.00 131.53 158.26 289.78

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 8: Daya Dukung Tanah Jembatan (PT. Aria Graha)

Pull Out Capacity (kN)Friction

Wp QpuLocal Cumm

0.00 0.007.74 7.74 10.55 18.29

15.47 23.21 21.10 44.3123.21 46.42 31.65 78.0730.95 77.37 42.20 119.5730.95 108.32 52.75 161.0730.95 139.27 63.30 202.5734.82 174.08 73.85 247.9338.68 212.77 84.40 297.1738.68 251.45 94.95 346.4038.68 290.14 105.50 395.6438.68 328.82 116.05 444.8828.13 356.96 126.60 483.5628.13 385.09 137.16 522.2428.13 413.22 147.71 560.9328.13 441.36 158.26 599.6133.76 475.12 168.81 643.9350.64 525.76 179.36 705.1256.27 582.03 189.91 771.9470.34 652.37 200.46 852.8275.96 728.33 211.01 939.3478.78 807.11 221.56 1028.6681.59 888.70 232.11 1120.8084.40 973.10 242.66 1215.7687.22 1060.32 253.21 1313.5287.22 1147.53 263.76 1411.29

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 9: Daya Dukung Tanah Jembatan (PT. Aria Graha)

BH : 194Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A1

Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m

Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30

SPT Correction 0.8

Soil Properties Compressio Capacity (kN)

Layer N-SPT α FrictionEnd Qu

Local Cumm0 C 0

-1.0 C 4 16.00 0.55 22.11-2.0 C 8 32.00 0.55 44.21 44.21 144.69 188.90-3.0 C 12 48.00 0.55 66.32 110.53 217.04 327.56-4.0 C 13 52.00 0.55 71.84 182.37 235.12 417.49-5.0 C 14 56.00 0.55 77.37 259.74 253.21 512.95-6.0 C 16 64.00 0.55 88.42 348.16 289.38 637.55-7.0 C 17 68.00 0.55 93.95 442.11 307.47 749.58-8.0 C 19 76.00 0.55 105.00 547.11 343.64 890.76-9.0 C 20 80.00 0.55 110.53 657.64 361.73 1019.37

-10.0 C 22 88.00 0.55 121.58 779.22 397.90 1177.12-11.0 C 23 92.00 0.55 127.11 906.33 415.99 1322.32-12.0 C 25 100.00 0.55 138.16 1044.49 452.16 1496.65-13.0 C 27 108.00 0.55 149.21 1193.70 488.33 1682.04-14.0 C 29 116.00 0.55 160.27 1353.97 524.51 1878.47-15.0 C 32 128.00 0.55 176.84 1530.81 578.76 2109.58-16.0 C 34 136.00 0.55 187.90 1718.71 614.94 2333.65-17.0 C 36 144.00 0.55 198.95 1917.66 651.11 2568.77-18.0 C 38 152.00 0.55 210.00 2127.66 687.28 2814.95-19.0 C 38 152.00 0.55 210.00 2337.67 687.28 3024.95-20.0 C 38 152.00 0.55 210.00 2547.67 687.28 3234.95-21.0 C 42 168.00 0.55 232.11 2779.78 759.63 3539.41-22.0 C 42 168.00 0.55 232.11 3011.89 759.63 3771.52-23.0 C 42 168.00 0.55 232.11 3244.00 759.63 4003.63-24.0 C 42 168.00 0.55 232.11 3476.11 759.63 4235.73

Depth (m) Cu

(kN/m2)

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 10: Daya Dukung Tanah Jembatan (PT. Aria Graha)

-25.0 C 40 160.00 0.55 221.06 3697.16 723.46 4420.62-26.0 C 38 152.00 0.55 210.00 3907.16 687.28 4594.45-27.0 C 39 156.00 0.55 215.53 4122.69 705.37 4828.06-28.0 C 41 164.00 0.55 226.58 4349.28 741.54 5090.82-29.0 C 42 168.00 0.55 232.11 4581.39 759.63 5341.01-30.0 C 38 152.00 0.55 210.00 4791.39 687.28 5478.67-31.0 C 38 152.00 0.55 210.00 5001.39 687.28 5688.68-32.0 C 40 160.00 0.55 221.06 5222.45 723.46 5945.90-33.0 C 42 168.00 0.55 232.11 5454.56 759.63 6214.19-34.0 C 44 176.00 0.55 243.16 5697.72 795.80 6493.52-35.0 C 46 184.00 0.55 254.21 5951.93 831.97 6783.91-36.0 C 48 192.00 0.55 265.27 6217.20 868.15 7085.35-37.0 C 50 200.00 0.55 276.32 6493.52 904.32 7397.84-38.0 C 55 220.00 0.55 303.95 6797.47 994.75 7792.22-39.0 C 56 224.00 0.55 309.48 7106.95 1012.84 8119.79-40.0 C

BH : 194Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A2

Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m

Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30

SPT Correction 0.8

Soil Properties Compressio Capacity (kN)

Layer N-SPT α FrictionEnd Qu

Local Cumm0 C 0

-1.0 C 0 0.00 0.55 0.00-2.0 C 0 0.00 0.55 0.00 0.00 0.00 0.00-3.0 C 0 0.00 0.55 0.00 0.00 0.00 0.00-4.0 C 3 12.00 0.55 16.58 16.58 54.26 70.84-5.0 C 10 40.00 0.55 55.26 71.84 180.86 252.71-6.0 C 18 72.00 0.55 99.48 171.32 325.56 496.87-7.0 C 16 64.00 0.55 88.42 259.74 289.38 549.12

Depth (m) Cu

(kN/m2)

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 11: Daya Dukung Tanah Jembatan (PT. Aria Graha)

-8.0 C 15 60.00 0.55 82.90 342.64 271.30 613.93-9.0 C 10 40.00 0.55 55.26 397.90 180.86 578.76

-10.0 C 10 40.00 0.55 55.26 453.16 180.86 634.03-11.0 C 14 56.00 0.55 77.37 530.53 253.21 783.74-12.0 C 16 64.00 0.55 88.42 618.96 289.38 908.34-13.0 C 17 68.00 0.55 93.95 712.91 307.47 1020.37-14.0 C 17 68.00 0.55 93.95 806.85 307.47 1114.32-15.0 C 18 72.00 0.55 99.48 906.33 325.56 1231.88-16.0 C 19 76.00 0.55 105.00 1011.33 343.64 1354.97-17.0 C 19 76.00 0.55 105.00 1116.33 343.64 1459.97-18.0 C 19 76.00 0.55 105.00 1221.33 343.64 1564.98-19.0 C 18 72.00 0.55 99.48 1320.81 325.56 1646.36-20.0 C 18 72.00 0.55 99.48 1420.28 325.56 1745.84-21.0 C 18 72.00 0.55 99.48 1519.76 325.56 1845.32-22.0 C 18 72.00 0.55 99.48 1619.24 325.56 1944.79-23.0 C 18 72.00 0.55 99.48 1718.71 325.56 2044.27-24.0 C 18 72.00 0.55 99.48 1818.19 325.56 2143.74-25.0 C-26.0 C-27.0 C-28.0 C-29.0 C-30.0 C-31.0 C-32.0 C-33.0 C-34.0 C-35.0 C-36.0 C-37.0 C-38.0 C-39.0 C-40.0 C

Page 12: Daya Dukung Tanah Jembatan (PT. Aria Graha)

Pull Out Capacity (kN)Friction

Wp QpuLocal Cumm

0.00 0.0010.55 10.55

30.95 30.95 21.10 52.0546.42 77.37 31.65 109.0250.29 127.66 42.20 169.8654.16 181.82 52.75 234.5761.90 243.71 63.30 307.0265.76 309.48 73.85 383.3373.50 382.98 84.40 467.3877.37 460.35 94.95 555.3085.11 545.46 105.50 650.9688.98 634.43 116.05 750.4996.71 731.14 126.60 857.75

104.45 835.59 137.16 972.75112.19 947.78 147.71 1095.48123.79 1071.57 158.26 1229.82131.53 1203.10 168.81 1371.90139.27 1342.36 179.36 1521.72147.00 1489.36 189.91 1679.27147.00 1636.37 200.46 1836.82147.00 1783.37 211.01 1994.38162.48 1945.85 221.56 2167.40162.48 2108.32 232.11 2340.43162.48 2270.80 242.66 2513.46162.48 2433.27 253.21 2686.48

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 13: Daya Dukung Tanah Jembatan (PT. Aria Graha)

154.74 2588.01 263.76 2851.77147.00 2735.02 274.31 3009.33150.87 2885.89 284.86 3170.75158.61 3044.49 295.41 3339.90162.48 3206.97 305.96 3512.93147.00 3353.97 316.51 3670.48147.00 3500.97 327.06 3828.04154.74 3655.71 337.61 3993.33162.48 3818.19 348.16 4166.35170.21 3988.40 358.71 4347.12177.95 4166.35 369.26 4535.62185.69 4352.04 379.81 4731.85193.42 4545.46 390.36 4935.83212.77 4758.23 400.92 5159.15216.63 4974.87 411.47 5386.33

Pull Out Capacity (kN)Friction

Wp QpuLocal Cumm

0.00 0.0010.55 10.55

0.00 0.00 21.10 21.100.00 0.00 31.65 31.65

11.61 11.61 42.20 53.8138.68 50.29 52.75 103.0469.63 119.92 63.30 183.2361.90 181.82 73.85 255.67

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 14: Daya Dukung Tanah Jembatan (PT. Aria Graha)

58.03 239.85 84.40 324.2538.68 278.53 94.95 373.4838.68 317.22 105.50 422.7254.16 371.37 116.05 487.4361.90 433.27 126.60 559.8765.76 499.03 137.16 636.1965.76 564.80 147.71 712.5069.63 634.43 158.26 792.6973.50 707.93 168.81 876.7473.50 781.43 179.36 960.7973.50 854.93 189.91 1044.8469.63 924.57 200.46 1125.0269.63 994.20 211.01 1205.2169.63 1063.83 221.56 1285.3969.63 1133.46 232.11 1365.5769.63 1203.10 242.66 1445.7669.63 1272.73 253.21 1525.94

Page 15: Daya Dukung Tanah Jembatan (PT. Aria Graha)

BH : 314Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A1

Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m

Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30

SPT Correction 0.8

Soil Properties Compressio Capacity (kN)

Layer N-SPT α FrictionEnd Qu

Local Cumm0 C 0

-1.0 C 6 24.00 0.55 33.16 33.16 108.52 141.68-2.0 C 12 48.00 0.55 66.32 99.48 217.04 316.51-3.0 C 17 68.00 0.55 93.95 193.42 307.47 500.89-4.0 C 19 76.00 0.55 105.00 298.43 343.64 642.07-5.0 C 21 84.00 0.55 116.05 414.48 379.81 794.29-6.0 C 22 88.00 0.55 121.58 536.06 397.90 933.96-7.0 C 22 88.00 0.55 121.58 657.64 397.90 1055.54-8.0 C 23 92.00 0.55 127.11 784.75 415.99 1200.74-9.0 C 24 96.00 0.55 132.63 917.38 434.07 1351.46

-10.0 C 25 100.00 0.55 138.16 1055.54 452.16 1507.70-11.0 C 26 104.00 0.55 143.69 1199.23 470.25 1669.48-12.0 C 28 112.00 0.55 154.74 1353.97 506.42 1860.39-13.0 C 28 112.00 0.55 154.74 1508.71 506.42 2015.13-14.0 C 29 116.00 0.55 160.27 1668.97 524.51 2193.48-15.0 C 31 124.00 0.55 171.32 1840.29 560.68 2400.97-16.0 C 33 132.00 0.55 182.37 2022.66 596.85 2619.51-17.0 C 38 152.00 0.55 210.00 2232.67 687.28 2919.95-18.0 C 44 176.00 0.55 243.16 2475.83 795.80 3271.63-19.0 C 46 184.00 0.55 254.21 2730.04 831.97 3562.02-20.0 C 42 168.00 0.55 232.11 2962.15 759.63 3721.78-21.0 C 40 160.00 0.55 221.06 3183.21 723.46 3906.66-22.0 C 42 168.00 0.55 232.11 3415.32 759.63 4174.94-23.0 C 43 172.00 0.55 237.64 3652.95 777.72 4430.67-24.0 C 46 184.00 0.55 254.21 3907.16 831.97 4739.14

Depth (m) Cu

(kN/m2)

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 16: Daya Dukung Tanah Jembatan (PT. Aria Graha)

-25.0 C 46 184.00 0.55 254.21 4161.38 831.97 4993.35-26.0 C 48 192.00 0.55 265.27 4426.65 868.15 5294.79-27.0 C 46 184.00 0.55 254.21 4680.86 831.97 5512.84-28.0 C 45 180.00 0.55 248.69 4929.55 813.89 5743.44-29.0 C 46 184.00 0.55 254.21 5183.76 831.97 6015.74-30.0 C 48 192.00 0.55 265.27 5449.03 868.15 6317.18-31.0 C 50 200.00 0.55 276.32 5725.35 904.32 6629.67-32.0 C 52 208.00 0.55 287.37 6012.72 940.49 6953.22-33.0 C 53 212.00 0.55 292.90 6305.62 958.58 7264.20-34.0 C 55 220.00 0.55 303.95 6609.57 994.75 7604.33-35.0 C 56 224.00 0.55 309.48 6919.05 1012.84 7931.89-36.0 C 58 232.00 0.55 320.53 7239.58 1049.01 8288.60-37.0 C 58 232.00 0.55 320.53 7560.12 1049.01 8609.13-38.0 C-39.0 C-40.0 C

BH : 314Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A2

Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m

Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30

SPT Correction 0.8

Soil Properties Compressio Capacity (kN)

Layer N-SPT α FrictionEnd Qu

Local Cumm0 C 0

-1.0 C 0 0.00 0.55 0.00 0.00 0.00 0.00-2.0 C 0 0.00 0.55 0.00 0.00 0.00 0.00-3.0 C 1 4.00 0.55 5.53 5.53 18.09 23.61-4.0 C 2 8.00 0.55 11.05 16.58 36.17 52.75-5.0 C 2 8.00 0.55 11.05 27.63 36.17 63.80-6.0 C 3 12.00 0.55 16.58 44.21 54.26 98.47

Depth (m) Cu

(kN/m2)

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 17: Daya Dukung Tanah Jembatan (PT. Aria Graha)

-7.0 C 9 36.00 0.55 49.74 93.95 162.78 256.73-8.0 C 12 48.00 0.55 66.32 160.27 217.04 377.30-9.0 C 18 72.00 0.55 99.48 259.74 325.56 585.30

-10.0 SS 25 100.00 0.40 100.48 360.22 452.16 812.38-11.0 SS 32 128.00 0.40 128.61 488.84 578.76 1067.60-12.0 SS 42 168.00 0.40 168.81 657.64 759.63 1417.27-13.0 SS 50 200.00 0.40 200.96 858.60 904.32 1762.92-14.0 SS 50 200.00 0.40 200.96 1059.56 904.32 1963.88-15.0 SS 50 200.00 0.40 200.96 1260.52 904.32 2164.84-16.0 SS 50 200.00 0.40 200.96 1461.48 904.32 2365.80-17.0 SS 50 200.00 0.40 200.96 1662.44 904.32 2566.76-18.0 SS 50 200.00 0.40 200.96 1863.40 904.32 2767.72-19.0 SS 50 200.00 0.40 200.96 2064.36 904.32 2968.68-20.0 SS 50 200.00 0.40 200.96 2265.32 904.32 3169.64-21.0 SS 50 200.00 0.40 200.96 2466.28 904.32 3370.60-22.0 SS 50 200.00 0.40 200.96 2667.24 904.32 3571.56-23.0 SS 50 200.00 0.40 200.96 2868.20 904.32 3772.52-24.0 SS 50 200.00 0.40 200.96 3069.16 904.32 3973.48-25.0 SS 50 200.00 0.40 200.96 3270.12 904.32 4174.44

Page 18: Daya Dukung Tanah Jembatan (PT. Aria Graha)

Pull Out Capacity (kN)Friction

Wp QpuLocal Cumm

0.00 0.0023.21 23.21 10.55 33.7646.42 69.63 21.10 90.7365.76 135.40 31.65 167.0573.50 208.90 42.20 251.1081.24 290.14 52.75 342.8985.11 375.24 63.30 438.5485.11 460.35 73.85 534.2088.98 549.32 84.40 633.7392.84 642.17 94.95 737.1296.71 738.88 105.50 844.38

100.58 839.46 116.05 955.51108.32 947.78 126.60 1074.38108.32 1056.10 137.16 1193.25112.19 1168.28 147.71 1315.99119.92 1288.20 158.26 1446.46127.66 1415.86 168.81 1584.67147.00 1562.87 179.36 1742.22170.21 1733.08 189.91 1922.99177.95 1911.03 200.46 2111.49162.48 2073.51 211.01 2284.51154.74 2228.24 221.56 2449.80162.48 2390.72 232.11 2622.83166.34 2557.07 242.66 2799.72177.95 2735.02 253.21 2988.22

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 19: Daya Dukung Tanah Jembatan (PT. Aria Graha)

177.95 2912.97 263.76 3176.73185.69 3098.65 274.31 3372.96177.95 3276.60 284.86 3561.46174.08 3450.68 295.41 3746.10177.95 3628.63 305.96 3934.60185.69 3814.32 316.51 4130.83193.42 4007.75 327.06 4334.81201.16 4208.91 337.61 4546.52205.03 4413.94 348.16 4762.10212.77 4626.70 358.71 4985.42216.63 4843.34 369.26 5212.60224.37 5067.71 379.81 5447.52224.37 5292.08 390.36 5682.45

Pull Out Capacity (kN)Friction

Wp QpuLocal Cumm

0.00 0.000.00 0.00 10.55 10.550.00 0.00 21.10 21.103.87 3.87 31.65 35.527.74 11.61 42.20 53.817.74 19.34 52.75 72.09

11.61 30.95 63.30 94.25

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 20: Daya Dukung Tanah Jembatan (PT. Aria Graha)

34.82 65.76 73.85 139.6246.42 112.19 84.40 196.5969.63 181.82 94.95 276.7770.34 252.15 105.50 357.6690.03 342.18 116.05 458.24

118.16 460.35 126.60 586.95140.67 601.02 137.16 738.18140.67 741.69 147.71 889.40140.67 882.37 158.26 1040.62140.67 1023.04 168.81 1191.84140.67 1163.71 179.36 1343.07140.67 1304.38 189.91 1494.29140.67 1445.05 200.46 1645.51140.67 1585.73 211.01 1796.73140.67 1726.40 221.56 1947.96140.67 1867.07 232.11 2099.18140.67 2007.74 242.66 2250.40140.67 2148.41 253.21 2401.62140.67 2289.09 263.76 2552.85

Page 21: Daya Dukung Tanah Jembatan (PT. Aria Graha)

BH : 298Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A1

Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m

Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30

SPT Correction 0.8

Soil Properties Compressio Capacity (kN)

Layer N-SPT α FrictionEnd Qu

Local Cumm0 C 0

-1.0 C 4 16.00 0.55 22.11 22.11 72.35 94.45-2.0 C 8 32.00 0.55 44.21 66.32 144.69 211.01-3.0 C 10 40.00 0.55 55.26 121.58 180.86 302.44-4.0 C 12 48.00 0.55 66.32 187.90 217.04 404.93-5.0 C 14 56.00 0.55 77.37 265.27 253.21 518.48-6.0 C 16 64.00 0.55 88.42 353.69 289.38 643.07-7.0 C 20 80.00 0.55 110.53 464.22 361.73 825.95-8.0 C 21 84.00 0.55 116.05 580.27 379.81 960.09-9.0 C 22 88.00 0.55 121.58 701.85 397.90 1099.75

-10.0 C 24 96.00 0.55 132.63 834.49 434.07 1268.56-11.0 C 23 92.00 0.55 127.11 961.59 415.99 1377.58-12.0 C 21 84.00 0.55 116.05 1077.65 379.81 1457.46-13.0 C 20 80.00 0.55 110.53 1188.18 361.73 1549.90-14.0 C 22 88.00 0.55 121.58 1309.76 397.90 1707.66-15.0 C 22 88.00 0.55 121.58 1431.34 397.90 1829.24-16.0 C 24 96.00 0.55 132.63 1563.97 434.07 1998.04-17.0 C 26 104.00 0.55 143.69 1707.66 470.25 2177.90-18.0 C 28 112.00 0.55 154.74 1862.40 506.42 2368.82-19.0 C 30 120.00 0.55 165.79 2028.19 542.59 2570.78-20.0 C 32 128.00 0.55 176.84 2205.03 578.76 2783.80-21.0 C 32 128.00 0.55 176.84 2381.88 578.76 2960.64-22.0 C 32 128.00 0.55 176.84 2558.72 578.76 3137.49-23.0 C 33 132.00 0.55 182.37 2741.09 596.85 3337.95-24.0 C 35 140.00 0.55 193.42 2934.52 633.02 3567.54

Depth (m) Cu

(kN/m2)

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 22: Daya Dukung Tanah Jembatan (PT. Aria Graha)

-25.0 C 36 144.00 0.55 198.95 3133.47 651.11 3784.58-26.0 C 38 152.00 0.55 210.00 3343.47 687.28 4030.76-27.0 C 40 160.00 0.55 221.06 3564.53 723.46 4287.98-28.0 C 42 168.00 0.55 232.11 3796.64 759.63 4556.27-29.0 C 45 180.00 0.55 248.69 4045.32 813.89 4859.21-30.0 C 48 192.00 0.55 265.27 4310.59 868.15 5178.74-31.0 C 49 196.00 0.55 270.79 4581.39 886.23 5467.62-32.0 C 50 200.00 0.55 276.32 4857.71 904.32 5762.03-33.0 C 53 212.00 0.55 292.90 5150.60 958.58 6109.18-34.0 C 55 220.00 0.55 303.95 5454.56 994.75 6449.31-35.0 C 56 224.00 0.55 309.48 5764.04 1012.84 6776.87-36.0 C 58 232.00 0.55 320.53 6084.57 1049.01 7133.58-37.0 C 59 236.00 0.55 326.06 6410.62 1067.10 7477.72-38.0 C 60 240.00 0.55 331.58 6742.21 1085.18 7827.39-39.0 C-40.0 C

BH : 298Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A2

Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m

Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30

SPT Correction 0.8

Soil Properties Compressio Capacity (kN)

Layer N-SPT α FrictionEnd Qu

Local Cumm0 C 0

-1.0 C 1 4.00 0.55 5.53 5.53 18.09 23.61-2.0 C 2 8.00 0.55 11.05 16.58 36.17 52.75-3.0 C 3 12.00 0.55 16.58 33.16 54.26 87.42-4.0 C 3 12.00 0.55 16.58 49.74 54.26 104.00-5.0 C 4 16.00 0.55 22.11 71.84 72.35 144.19-6.0 C 5 20.00 0.55 27.63 99.48 90.43 189.91

Depth (m) Cu

(kN/m2)

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 23: Daya Dukung Tanah Jembatan (PT. Aria Graha)

-7.0 C 8 32.00 0.55 44.21 143.69 144.69 288.38-8.0 C 10 40.00 0.55 55.26 198.95 180.86 379.81-9.0 C 12 48.00 0.55 66.32 265.27 217.04 482.30

-10.0 C 12 48.00 0.55 66.32 331.58 217.04 548.62-11.0 C 12 48.00 0.55 66.32 397.90 217.04 614.94-12.0 C 12 48.00 0.55 66.32 464.22 217.04 681.25-13.0 C 12 48.00 0.55 66.32 530.53 217.04 747.57-14.0 C 12 48.00 0.55 66.32 596.85 217.04 813.89-15.0 C 12 48.00 0.55 66.32 663.17 217.04 880.20-16.0 C 12 48.00 0.55 66.32 729.48 217.04 946.52-17.0 C 19 76.00 0.55 105.00 834.49 343.64 1178.13-18.0 C 24 96.00 0.55 132.63 967.12 434.07 1401.19-19.0 C 28 112.00 0.55 154.74 1121.86 506.42 1628.28-20.0 C 31 124.00 0.55 171.32 1293.18 560.68 1853.86-21.0 C 33 132.00 0.55 182.37 1475.55 596.85 2072.40-22.0 C 35 140.00 0.55 193.42 1668.97 633.02 2302.00-23.0 C 35 140.00 0.55 193.42 1862.40 633.02 2495.42-24.0 C 36 144.00 0.55 198.95 2061.35 651.11 2712.46-25.0 C 37 148.00 0.55 204.48 2265.82 669.20 2935.02

Page 24: Daya Dukung Tanah Jembatan (PT. Aria Graha)

Pull Out Capacity (kN)Friction

Wp QpuLocal Cumm

0.00 0.0015.47 15.47 10.55 26.0230.95 46.42 21.10 67.5238.68 85.11 31.65 116.7646.42 131.53 42.20 173.7354.16 185.69 52.75 238.4461.90 247.58 63.30 310.8977.37 324.95 73.85 398.8181.24 406.19 84.40 490.5985.11 491.30 94.95 586.2592.84 584.14 105.50 689.6488.98 673.12 116.05 789.1781.24 754.35 126.60 880.9677.37 831.72 137.16 968.8885.11 916.83 147.71 1064.5485.11 1001.94 158.26 1160.1992.84 1094.78 168.81 1263.59

100.58 1195.36 179.36 1374.72108.32 1303.68 189.91 1493.58116.05 1419.73 200.46 1620.19123.79 1543.52 211.01 1754.53123.79 1667.31 221.56 1888.87123.79 1791.11 232.11 2023.22127.66 1918.77 242.66 2161.43135.40 2054.16 253.21 2307.37

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 25: Daya Dukung Tanah Jembatan (PT. Aria Graha)

139.27 2193.43 263.76 2457.19147.00 2340.43 274.31 2614.74154.74 2495.17 284.86 2780.03162.48 2657.65 295.41 2953.06174.08 2831.73 305.96 3137.69185.69 3017.41 316.51 3333.93189.56 3206.97 327.06 3534.03193.42 3400.39 337.61 3738.01205.03 3605.42 348.16 3953.59212.77 3818.19 358.71 4176.90216.63 4034.82 369.26 4404.09224.37 4259.20 379.81 4639.01228.24 4487.44 390.36 4877.80232.11 4719.55 400.92 5120.46

Pull Out Capacity (kN)Friction

Wp QpuLocal Cumm

0.00 0.003.87 3.87 10.55 14.427.74 11.61 21.10 32.71

11.61 23.21 31.65 54.8611.61 34.82 42.20 77.0215.47 50.29 52.75 103.0419.34 69.63 63.30 132.94

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 26: Daya Dukung Tanah Jembatan (PT. Aria Graha)

30.95 100.58 73.85 174.4338.68 139.27 84.40 223.6746.42 185.69 94.95 280.6446.42 232.11 105.50 337.6146.42 278.53 116.05 394.5846.42 324.95 126.60 451.5646.42 371.37 137.16 508.5346.42 417.80 147.71 565.5046.42 464.22 158.26 622.4746.42 510.64 168.81 679.4573.50 584.14 179.36 763.5092.84 676.98 189.91 866.89

108.32 785.30 200.46 985.76119.92 905.22 211.01 1116.23127.66 1032.88 221.56 1254.44135.40 1168.28 232.11 1400.39135.40 1303.68 242.66 1546.34139.27 1442.94 253.21 1696.15143.13 1586.08 263.76 1849.84

Page 27: Daya Dukung Tanah Jembatan (PT. Aria Graha)

BH : 289Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A1

Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m

Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30

SPT Correction 0.8

Soil Properties Compressio Capacity (kN)

Layer N-SPT α FrictionEnd Qu

Local Cumm0 C 0

-1.0 C 3 12.00 0.55 16.58 16.58 54.26 70.84-2.0 C 6 24.00 0.55 33.16 49.74 108.52 158.26-3.0 C 9 36.00 0.55 49.74 99.48 162.78 262.25-4.0 C 11 44.00 0.55 60.79 160.27 198.95 359.22-5.0 C 13 52.00 0.55 71.84 232.11 235.12 467.23-6.0 C 15 60.00 0.55 82.90 315.00 271.30 586.30-7.0 C 16 64.00 0.55 88.42 403.43 289.38 692.81-8.0 C 17 68.00 0.55 93.95 497.38 307.47 804.84-9.0 C 18 72.00 0.55 99.48 596.85 325.56 922.41

-10.0 C 20 80.00 0.55 110.53 707.38 361.73 1069.11-11.0 C 20 80.00 0.55 110.53 817.91 361.73 1179.64-12.0 C 20 80.00 0.55 110.53 928.44 361.73 1290.16-13.0 C 19 76.00 0.55 105.00 1033.44 343.64 1377.08-14.0 C 17 68.00 0.55 93.95 1127.39 307.47 1434.85-15.0 C 16 64.00 0.55 88.42 1215.81 289.38 1505.19-16.0 C 18 72.00 0.55 99.48 1315.28 325.56 1640.84-17.0 C 20 80.00 0.55 110.53 1425.81 361.73 1787.54-18.0 C 24 96.00 0.55 132.63 1558.44 434.07 1992.52-19.0 C 26 104.00 0.55 143.69 1702.13 470.25 2172.38-20.0 C 24 96.00 0.55 132.63 1834.76 434.07 2268.84-21.0 C 23 92.00 0.55 127.11 1961.87 415.99 2377.86-22.0 C 22 88.00 0.55 121.58 2083.45 397.90 2481.35-23.0 C 23 92.00 0.55 127.11 2210.56 415.99 2626.55-24.0 C 25 100.00 0.55 138.16 2348.72 452.16 2800.88

Depth (m) Cu

(kN/m2)

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 28: Daya Dukung Tanah Jembatan (PT. Aria Graha)

-25.0 C 26 104.00 0.55 143.69 2492.41 470.25 2962.65-26.0 C 28 112.00 0.55 154.74 2647.15 506.42 3153.56-27.0 C 28 112.00 0.55 154.74 2801.88 506.42 3308.30-28.0 C 30 120.00 0.55 165.79 2967.68 542.59 3510.27-29.0 C 32 128.00 0.55 176.84 3144.52 578.76 3723.29-30.0 C 36 144.00 0.55 198.95 3343.47 651.11 3994.58-31.0 C 39 156.00 0.55 215.53 3559.00 705.37 4264.37-32.0 C 41 164.00 0.55 226.58 3785.58 741.54 4527.13-33.0 C 42 168.00 0.55 232.11 4017.69 759.63 4777.32-34.0 C 42 168.00 0.55 232.11 4249.80 759.63 5009.43-35.0 C 44 176.00 0.55 243.16 4492.96 795.80 5288.76-36.0 C 50 200.00 0.55 276.32 4769.28 904.32 5673.60-37.0 C 54 216.00 0.55 298.43 5067.71 976.67 6044.37-38.0 C 58 232.00 0.55 320.53 5388.24 1049.01 6437.25-39.0 C-40.0 C

BH : 289Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A2

Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m

Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30

SPT Correction 0.8

Soil Properties Compressio Capacity (kN)

Layer N-SPT α FrictionEnd Qu

Local Cumm0 C 0

-1.0 C 1 4.00 0.55 5.53 5.53 18.09 23.61-2.0 C 2 8.00 0.55 11.05 16.58 36.17 52.75-3.0 C 5 20.00 0.55 27.63 44.21 90.43 134.64-4.0 C 8 32.00 0.55 44.21 88.42 144.69 233.11-5.0 C 9 36.00 0.55 49.74 138.16 162.78 300.94-6.0 C 9 36.00 0.55 49.74 187.90 162.78 350.68

Depth (m) Cu

(kN/m2)

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 29: Daya Dukung Tanah Jembatan (PT. Aria Graha)

-7.0 C 9 36.00 0.55 49.74 237.64 162.78 400.41-8.0 C 9 36.00 0.55 49.74 287.37 162.78 450.15-9.0 C 9 36.00 0.55 49.74 337.11 162.78 499.89

-10.0 C 9 36.00 0.55 49.74 386.85 162.78 549.63-11.0 C 10 40.00 0.55 55.26 442.11 180.86 622.98-12.0 C 11 44.00 0.55 60.79 502.90 198.95 701.85-13.0 C 12 48.00 0.55 66.32 569.22 217.04 786.26-14.0 C 19 76.00 0.55 105.00 674.22 343.64 1017.86-15.0 SS 20 80.00 0.40 80.38 754.60 361.73 1116.33-16.0 SS 20 80.00 0.40 80.38 834.99 361.73 1196.72-17.0 SS 20 80.00 0.40 80.38 915.37 361.73 1277.10-18.0 SS 19 76.00 0.40 76.36 991.74 343.64 1335.38-19.0 SS 18 72.00 0.40 72.35 1064.08 325.56 1389.64-20.0 SS 21 84.00 0.40 84.40 1148.49 379.81 1528.30-21.0 SS 22 88.00 0.40 88.42 1236.91 397.90 1634.81-22.0 SS 25 100.00 0.40 100.48 1337.39 452.16 1789.55-23.0 SS 28 112.00 0.40 112.54 1449.93 506.42 1956.35-24.0 SS 29 116.00 0.40 116.56 1566.48 524.51 2090.99-25.0 SS 29 116.00 0.40 116.56 1683.04 524.51 2207.55

Page 30: Daya Dukung Tanah Jembatan (PT. Aria Graha)

Pull Out Capacity (kN)Friction

Wp QpuLocal Cumm

0.00 0.0011.61 11.61 10.55 22.1623.21 34.82 21.10 55.9234.82 69.63 31.65 101.2842.55 112.19 42.20 154.3950.29 162.48 52.75 215.2358.03 220.50 63.30 283.8161.90 282.40 73.85 356.2565.76 348.16 84.40 432.5769.63 417.80 94.95 512.7577.37 495.17 105.50 600.6777.37 572.54 116.05 688.5977.37 649.90 126.60 776.5173.50 723.41 137.16 860.5665.76 789.17 147.71 936.8861.90 851.07 158.26 1009.3269.63 920.70 168.81 1089.5077.37 998.07 179.36 1177.4292.84 1090.91 189.91 1280.82

100.58 1191.49 200.46 1391.9592.84 1284.34 211.01 1495.3488.98 1373.31 221.56 1594.8785.11 1458.42 232.11 1690.5388.98 1547.39 242.66 1790.0596.71 1644.10 253.21 1897.31

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 31: Daya Dukung Tanah Jembatan (PT. Aria Graha)

100.58 1744.68 263.76 2008.44108.32 1853.00 274.31 2127.31108.32 1961.32 284.86 2246.18116.05 2077.37 295.41 2372.78123.79 2201.17 305.96 2507.13139.27 2340.43 316.51 2656.94150.87 2491.30 327.06 2818.36158.61 2649.91 337.61 2987.52162.48 2812.38 348.16 3160.55162.48 2974.86 358.71 3333.57170.21 3145.07 369.26 3514.34193.42 3338.50 379.81 3718.31208.90 3547.40 390.36 3937.76224.37 3771.77 400.92 4172.68

Pull Out Capacity (kN)Friction

Wp QpuLocal Cumm

0.00 0.003.87 3.87 10.55 14.427.74 11.61 21.10 32.71

19.34 30.95 31.65 62.6030.95 61.90 42.20 104.1034.82 96.71 52.75 149.4634.82 131.53 63.30 194.83

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 32: Daya Dukung Tanah Jembatan (PT. Aria Graha)

34.82 166.34 73.85 240.2034.82 201.16 84.40 285.5634.82 235.98 94.95 330.9334.82 270.79 105.50 376.3038.68 309.48 116.05 425.5342.55 352.03 126.60 478.6446.42 398.45 137.16 535.6173.50 471.95 147.71 619.6656.27 528.22 158.26 686.4856.27 584.49 168.81 753.3056.27 640.76 179.36 820.1253.46 694.22 189.91 884.1250.64 744.86 200.46 945.3259.08 803.94 211.01 1014.9561.90 865.84 221.56 1087.3970.34 936.17 232.11 1168.2878.78 1014.95 242.66 1257.6181.59 1096.54 253.21 1349.7581.59 1178.13 263.76 1441.89

Page 33: Daya Dukung Tanah Jembatan (PT. Aria Graha)

BH : 271Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A1

Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m

Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30

SPT Correction 0.8

Soil Properties Compressio Capacity (kN)

Layer N-SPT α FrictionEnd Qu

Local Cumm0 C 0

-1.0 C 2 8.00 0.55 11.05 11.05 36.17 47.23-2.0 C 4 16.00 0.55 22.11 33.16 72.35 105.50-3.0 C 6 24.00 0.55 33.16 66.32 108.52 174.84-4.0 C 6 24.00 0.55 33.16 99.48 108.52 207.99-5.0 C 6 24.00 0.55 33.16 132.63 108.52 241.15-6.0 C 3 12.00 0.55 16.58 149.21 54.26 203.47-7.0 C 4 16.00 0.55 22.11 171.32 72.35 243.66-8.0 C 6 24.00 0.55 33.16 204.48 108.52 313.00-9.0 C 8 32.00 0.55 44.21 248.69 144.69 393.38

-10.0 C 6 24.00 0.55 33.16 281.85 108.52 390.36-11.0 C 6 24.00 0.55 33.16 315.00 108.52 423.52-12.0 C 8 32.00 0.55 44.21 359.22 144.69 503.91-13.0 C 8 32.00 0.55 44.21 403.43 144.69 548.12-14.0 C 10 40.00 0.55 55.26 458.69 180.86 639.56-15.0 C 10 40.00 0.55 55.26 513.96 180.86 694.82-16.0 C 11 44.00 0.55 60.79 574.75 198.95 773.70-17.0 C 12 48.00 0.55 66.32 641.06 217.04 858.10-18.0 C 14 56.00 0.55 77.37 718.43 253.21 971.64-19.0 C 14 56.00 0.55 77.37 795.80 253.21 1049.01-20.0 C 16 64.00 0.55 88.42 884.22 289.38 1173.61-21.0 C 16 64.00 0.55 88.42 972.65 289.38 1262.03-22.0 C 18 72.00 0.55 99.48 1072.12 325.56 1397.68-23.0 C 20 80.00 0.55 110.53 1182.65 361.73 1544.38-24.0 C 20 80.00 0.55 110.53 1293.18 361.73 1654.91

Depth (m) Cu

(kN/m2)

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 34: Daya Dukung Tanah Jembatan (PT. Aria Graha)

-25.0 C 23 92.00 0.55 127.11 1420.28 415.99 1836.27-26.0 C 25 100.00 0.55 138.16 1558.44 452.16 2010.60-27.0 C 26 104.00 0.55 143.69 1702.13 470.25 2172.38-28.0 C 28 112.00 0.55 154.74 1856.87 506.42 2363.29-29.0 C 29 116.00 0.55 160.27 2017.14 524.51 2541.64-30.0 C 30 120.00 0.55 165.79 2182.93 542.59 2725.52-31.0 C 31 124.00 0.55 171.32 2354.25 560.68 2914.92-32.0 C 33 132.00 0.55 182.37 2536.62 596.85 3133.47-33.0 C 35 140.00 0.55 193.42 2730.04 633.02 3363.07-34.0 C 37 148.00 0.55 204.48 2934.52 669.20 3603.72-35.0 C 40 160.00 0.55 221.06 3155.57 723.46 3879.03-36.0 C 42 168.00 0.55 232.11 3387.68 759.63 4147.31-37.0 C 50 200.00 0.55 276.32 3664.00 904.32 4568.32-38.0 C 56 224.00 0.55 309.48 3973.48 1012.84 4986.32-39.0 C-40.0 C

BH : 271Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A2

Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m

Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30

SPT Correction 0.8

Soil Properties Compressio Capacity (kN)

Layer N-SPT α FrictionEnd Qu

Local Cumm0 C 0

-1.0 C 2 8.00 0.55 11.05 11.05 36.17 47.23-2.0 C 5 20.00 0.55 27.63 38.68 90.43 129.12-3.0 SS 9 36.00 0.40 36.17 74.86 162.78 237.64-4.0 SS 10 40.00 0.40 40.19 115.05 180.86 295.91-5.0 SS 10 40.00 0.40 40.19 155.24 180.86 336.11-6.0 SS 10 40.00 0.40 40.19 195.43 180.86 376.30

Depth (m) Cu

(kN/m2)

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 35: Daya Dukung Tanah Jembatan (PT. Aria Graha)

-7.0 SS 10 40.00 0.40 40.19 235.63 180.86 416.49-8.0 SS 10 40.00 0.40 40.19 275.82 180.86 456.68-9.0 SS 10 40.00 0.40 40.19 316.01 180.86 496.87

-10.0 SS 10 40.00 0.40 40.19 356.20 180.86 537.07-11.0 SS 10 40.00 0.40 40.19 396.39 180.86 577.26-12.0 SS 10 40.00 0.40 40.19 436.59 180.86 617.45-13.0 SS 10 40.00 0.40 40.19 476.78 180.86 657.64-14.0 SS 10 40.00 0.40 40.19 516.97 180.86 697.83-15.0 SS 10 40.00 0.40 40.19 557.16 180.86 738.03-16.0 SS 12 48.00 0.40 48.23 605.39 217.04 822.43-17.0 SS 12 48.00 0.40 48.23 653.62 217.04 870.66-18.0 SS 14 56.00 0.40 56.27 709.89 253.21 963.10-19.0 SS 15 60.00 0.40 60.29 770.18 271.30 1041.48-20.0 SS 12 48.00 0.40 48.23 818.41 217.04 1035.45-21.0 SS 11 44.00 0.40 44.21 862.62 198.95 1061.57-22.0 SS 12 48.00 0.40 48.23 910.85 217.04 1127.89-23.0 SS 18 72.00 0.40 72.35 983.20 325.56 1308.75-24.0 SS 20 80.00 0.40 80.38 1063.58 361.73 1425.31-25.0 SS 20 80.00 0.40 80.38 1143.96 361.73 1505.69

BH : 271Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) P1

Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m

Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30

SPT Correction 0.8

Soil Properties Compressio Capacity (kN)

Layer N-SPT α FrictionEnd Qu

Local Cumm0 S 0

-1.0 S 14 56.00 0.40 56.27 56.27 253.21 309.48-2.0 S 48 192.00 0.40 192.92 249.19 868.15 1117.34-3.0 C 50 200.00 0.55 276.32 525.51 904.32 1429.83-4.0 C 24 96.00 0.55 132.63 658.14 434.07 1092.22-5.0 C 14 56.00 0.55 77.37 735.51 253.21 988.72

Depth (m) Cu

(kN/m2)

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 36: Daya Dukung Tanah Jembatan (PT. Aria Graha)

-6.0 C 16 64.00 0.55 88.42 823.94 289.38 1113.32-7.0 C 18 72.00 0.55 99.48 923.41 325.56 1248.97-8.0 C 19 76.00 0.55 105.00 1028.41 343.64 1372.05-9.0 C 20 80.00 0.55 110.53 1138.94 361.73 1500.67

-10.0 C 21 84.00 0.55 116.05 1255.00 379.81 1634.81-11.0 C 23 92.00 0.55 127.11 1382.10 415.99 1798.09-12.0 C 25 100.00 0.55 138.16 1520.26 452.16 1972.42-13.0 C 26 104.00 0.55 143.69 1663.95 470.25 2134.20-14.0 C 26 104.00 0.55 143.69 1807.64 470.25 2277.88-15.0 C 26 104.00 0.55 143.69 1951.32 470.25 2421.57-16.0 C 26 104.00 0.55 143.69 2095.01 470.25 2565.25-17.0 C 27 108.00 0.55 149.21 2244.22 488.33 2732.55-18.0 C 28 112.00 0.55 154.74 2398.96 506.42 2905.38-19.0 C 26 104.00 0.55 143.69 2542.65 470.25 3012.89-20.0 C 24 96.00 0.55 132.63 2675.28 434.07 3109.35-21.0 C 24 96.00 0.55 132.63 2807.91 434.07 3241.99-22.0 C 24 96.00 0.55 132.63 2940.55 434.07 3374.62-23.0 C 25 100.00 0.55 138.16 3078.71 452.16 3530.87-24.0 C 27 108.00 0.55 149.21 3227.92 488.33 3716.25-25.0 C 28 112.00 0.55 154.74 3382.66 506.42 3889.08-26.0 C 30 120.00 0.55 165.79 3548.45 542.59 4091.04-27.0 C 31 124.00 0.55 171.32 3719.77 560.68 4280.45-28.0 C 32 128.00 0.55 176.84 3896.61 578.76 4475.38-29.0 C 34 136.00 0.55 187.90 4084.51 614.94 4699.45-30.0 C 35 140.00 0.55 193.42 4277.94 633.02 4910.96-31.0 C 38 152.00 0.55 210.00 4487.94 687.28 5175.22-32.0 C 40 160.00 0.55 221.06 4709.00 723.46 5432.45-33.0 C 42 168.00 0.55 232.11 4941.10 759.63 5700.73-34.0 C 42 168.00 0.55 232.11 5173.21 759.63 5932.84-35.0 C 44 176.00 0.55 243.16 5416.37 795.80 6212.18-36.0 C 50 200.00 0.55 276.32 5692.69 904.32 6597.01-37.0 C 54 216.00 0.55 298.43 5991.12 976.67 6967.79-38.0 C 56 224.00 0.55 309.48 6300.60 1012.84 7313.44-39.0 C-40.0 C

Page 37: Daya Dukung Tanah Jembatan (PT. Aria Graha)

Pull Out Capacity (kN)Friction

Wp QpuLocal Cumm

0.00 0.007.74 7.74 10.55 18.29

15.47 23.21 21.10 44.3123.21 46.42 31.65 78.0723.21 69.63 42.20 111.8323.21 92.84 52.75 145.6011.61 104.45 63.30 167.7515.47 119.92 73.85 193.7823.21 143.13 84.40 227.5430.95 174.08 94.95 269.0423.21 197.29 105.50 302.8023.21 220.50 116.05 336.5630.95 251.45 126.60 378.0630.95 282.40 137.16 419.5538.68 321.08 147.71 468.7938.68 359.77 158.26 518.0242.55 402.32 168.81 571.1346.42 448.74 179.36 628.1054.16 502.90 189.91 692.8154.16 557.06 200.46 757.5261.90 618.96 211.01 829.9661.90 680.85 221.56 902.4169.63 750.49 232.11 982.5977.37 827.85 242.66 1070.5177.37 905.22 253.21 1158.43

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 38: Daya Dukung Tanah Jembatan (PT. Aria Graha)

88.98 994.20 263.76 1257.9696.71 1090.91 274.31 1365.22

100.58 1191.49 284.86 1476.35108.32 1299.81 295.41 1595.22112.19 1412.00 305.96 1717.96116.05 1528.05 316.51 1844.56119.92 1647.97 327.06 1975.03127.66 1775.63 337.61 2113.25135.40 1911.03 348.16 2259.19143.13 2054.16 358.71 2412.88154.74 2208.90 369.26 2578.17162.48 2371.38 379.81 2751.19193.42 2564.80 390.36 2955.17216.63 2781.44 400.92 3182.35

Pull Out Capacity (kN)Friction

Wp QpuLocal Cumm

0.00 0.007.74 7.74 10.55 18.29

19.34 27.08 21.10 48.1825.32 52.40 31.65 84.0528.13 80.53 42.20 122.7428.13 108.67 52.75 161.4228.13 136.80 63.30 200.11

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 39: Daya Dukung Tanah Jembatan (PT. Aria Graha)

28.13 164.94 73.85 238.7928.13 193.07 84.40 277.4828.13 221.21 94.95 316.1628.13 249.34 105.50 354.8528.13 277.48 116.05 393.5328.13 305.61 126.60 432.2128.13 333.74 137.16 470.9028.13 361.88 147.71 509.5828.13 390.01 158.26 548.2733.76 423.77 168.81 592.5833.76 457.54 179.36 636.8939.39 496.92 189.91 686.8342.20 539.13 200.46 739.5833.76 572.89 211.01 783.8930.95 603.83 221.56 825.3933.76 637.60 232.11 869.7050.64 688.24 242.66 930.9056.27 744.51 253.21 997.7256.27 800.78 263.76 1064.54

Pull Out Capacity (kN)Friction

Wp QpuLocal Cumm

0.00 0.0039.39 39.39 10.55 49.94

135.05 174.43 21.10 195.53193.42 367.86 31.65 399.51

92.84 460.70 42.20 502.9054.16 514.86 52.75 567.61

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 40: Daya Dukung Tanah Jembatan (PT. Aria Graha)

61.90 576.76 63.30 640.0669.63 646.39 73.85 720.2473.50 719.89 84.40 804.2977.37 797.26 94.95 892.2181.24 878.50 105.50 984.0088.98 967.47 116.05 1083.5396.71 1064.18 126.60 1190.79

100.58 1164.76 137.16 1301.92100.58 1265.34 147.71 1413.05100.58 1365.93 158.26 1524.18100.58 1466.51 168.81 1635.31104.45 1570.95 179.36 1750.31108.32 1679.27 189.91 1869.18100.58 1779.85 200.46 1980.31

92.84 1872.70 211.01 2083.7092.84 1965.54 221.56 2187.1092.84 2058.38 232.11 2290.4996.71 2155.10 242.66 2397.75

104.45 2259.54 253.21 2512.75108.32 2367.86 263.76 2631.62116.05 2483.92 274.31 2758.23119.92 2603.84 284.86 2888.70123.79 2727.63 295.41 3023.04131.53 2859.16 305.96 3165.12135.40 2994.56 316.51 3311.07147.00 3141.56 327.06 3468.62154.74 3296.30 337.61 3633.91162.48 3458.77 348.16 3806.94162.48 3621.25 358.71 3979.96170.21 3791.46 369.26 4160.73193.42 3984.89 379.81 4364.70208.90 4193.78 390.36 4584.15216.63 4410.42 400.92 4811.33

Page 41: Daya Dukung Tanah Jembatan (PT. Aria Graha)

BH : 188Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A1

Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m

Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30

SPT Correction 0.8

Soil Properties Compressio Capacity (kN)

Layer N-SPT α FrictionEnd Qu

Local Cumm0 C 0

-1.0 C 4 16.00 0.55 22.11 22.11 72.35 94.45-2.0 C 8 32.00 0.55 44.21 66.32 144.69 211.01-3.0 C 10 40.00 0.55 55.26 121.58 180.86 302.44-4.0 C 14 56.00 0.55 77.37 198.95 253.21 452.16-5.0 C 26 104.00 0.55 143.69 342.64 470.25 812.88-6.0 C 50 200.00 0.55 276.32 618.96 904.32 1523.28-7.0 C 56 224.00 0.55 309.48 928.44 1012.84 1941.27-8.0 C 46 184.00 0.55 254.21 1182.65 831.97 2014.62-9.0 C 40 160.00 0.55 221.06 1403.71 723.46 2127.16

-10.0 C 32 128.00 0.55 176.84 1580.55 578.76 2159.32-11.0 C 28 112.00 0.55 154.74 1735.29 506.42 2241.71-12.0 C 27 108.00 0.55 149.21 1884.50 488.33 2372.84-13.0 C 26 104.00 0.55 143.69 2028.19 470.25 2498.44-14.0 C 27 108.00 0.55 149.21 2177.40 488.33 2665.73-15.0 C 29 116.00 0.55 160.27 2337.67 524.51 2862.17-16.0 C 31 124.00 0.55 171.32 2508.99 560.68 3069.66-17.0 C 34 136.00 0.55 187.90 2696.88 614.94 3311.82-18.0 C 36 144.00 0.55 198.95 2895.83 651.11 3546.94-19.0 C 39 156.00 0.55 215.53 3111.36 705.37 3816.73-20.0 C 41 164.00 0.55 226.58 3337.95 741.54 4079.49-21.0 C 43 172.00 0.55 237.64 3575.58 777.72 4353.30-22.0 C 45 180.00 0.55 248.69 3824.27 813.89 4638.16-23.0 C 46 184.00 0.55 254.21 4078.48 831.97 4910.46-24.0 C 46 184.00 0.55 254.21 4332.70 831.97 5164.67

Depth (m) Cu

(kN/m2)

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 42: Daya Dukung Tanah Jembatan (PT. Aria Graha)

-25.0 C 45 180.00 0.55 248.69 4581.39 813.89 5395.27-26.0 C 43 172.00 0.55 237.64 4819.02 777.72 5596.74-27.0 C 44 176.00 0.55 243.16 5062.18 795.80 5857.98-28.0 C 46 184.00 0.55 254.21 5316.40 831.97 6148.37-29.0 C 48 192.00 0.55 265.27 5581.66 868.15 6449.81-30.0 C 50 200.00 0.55 276.32 5857.98 904.32 6762.30-31.0 C 51 204.00 0.55 281.85 6139.83 922.41 7062.24-32.0 C 52 208.00 0.55 287.37 6427.20 940.49 7367.70-33.0 C 54 216.00 0.55 298.43 6725.63 976.67 7702.29-34.0 C 56 224.00 0.55 309.48 7035.11 1012.84 8047.95-35.0 C 56 224.00 0.55 309.48 7344.59 1012.84 8357.42-36.0 C 56 224.00 0.55 309.48 7654.06 1012.84 8666.90-37.0 C 57 228.00 0.55 315.00 7969.07 1030.92 8999.99-38.0 C 54 216.00 0.55 298.43 8267.49 976.67 9244.16-39.0 C-40.0 C

BH : 188Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A2

Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m

Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30

SPT Correction 0.8

Soil Properties Compressio Capacity (kN)

Layer N-SPT α FrictionEnd Qu

Local Cumm0 C 0

-1.0 C 0 0.00 0.55 0.00 0.00 0.00 0.00-2.0 C 0 0.00 0.55 0.00 0.00 0.00 0.00-3.0 C 0 0.00 0.55 0.00 0.00 0.00 0.00-4.0 C 2 8.00 0.55 11.05 11.05 36.17 47.23-5.0 C 10 40.00 0.55 55.26 66.32 180.86 247.18-6.0 C 18 72.00 0.55 99.48 165.79 325.56 491.35

Depth (m) Cu

(kN/m2)

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 43: Daya Dukung Tanah Jembatan (PT. Aria Graha)

-7.0 C 17 68.00 0.55 93.95 259.74 307.47 567.21-8.0 C 15 60.00 0.55 82.90 342.64 271.30 613.93-9.0 C 15 60.00 0.55 82.90 425.53 271.30 696.83

-10.0 C 15 60.00 0.55 82.90 508.43 271.30 779.72-11.0 C 15 60.00 0.55 82.90 591.32 271.30 862.62-12.0 C 16 64.00 0.55 88.42 679.75 289.38 969.13-13.0 C 16 64.00 0.55 88.42 768.17 289.38 1057.55-14.0 C 17 68.00 0.55 93.95 862.12 307.47 1169.59-15.0 C 18 72.00 0.55 99.48 961.59 325.56 1287.15-16.0 C 19 76.00 0.55 105.00 1066.60 343.64 1410.24-17.0 C 19 76.00 0.55 105.00 1171.60 343.64 1515.24-18.0 C 19 76.00 0.55 105.00 1276.60 343.64 1620.24-19.0 C 20 80.00 0.55 110.53 1387.13 361.73 1748.85-20.0 C 18 72.00 0.55 99.48 1486.60 325.56 1812.16-21.0 C 17 68.00 0.55 93.95 1580.55 307.47 1888.02-22.0 C 17 68.00 0.55 93.95 1674.50 307.47 1981.97-23.0 C 17 68.00 0.55 93.95 1768.45 307.47 2075.92-24.0 C 17 68.00 0.55 93.95 1862.40 307.47 2169.87-25.0 C 17 68.00 0.55 93.95 1956.35 307.47 2263.81

BH : 188Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) P1

Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m

Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30

SPT Correction 0.8

Soil Properties Compressio Capacity (kN)

Layer N-SPT α FrictionEnd Qu

Local Cumm0 C 0

-1.0 C 4 16.00 0.55 22.11 22.11 72.35 94.45-2.0 C 8 32.00 0.55 44.21 66.32 144.69 211.01-3.0 C 9 36.00 0.55 49.74 116.05 162.78 278.83-4.0 C 10 40.00 0.55 55.26 171.32 180.86 352.18-5.0 C 12 48.00 0.55 66.32 237.64 217.04 454.67

Depth (m) Cu

(kN/m2)

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 44: Daya Dukung Tanah Jembatan (PT. Aria Graha)

-6.0 C 11 44.00 0.55 60.79 298.43 198.95 497.38-7.0 C 14 56.00 0.55 77.37 375.80 253.21 629.00-8.0 C 16 64.00 0.55 88.42 464.22 289.38 753.60-9.0 C 20 80.00 0.55 110.53 574.75 361.73 936.47

-10.0 C 24 96.00 0.55 132.63 707.38 434.07 1141.45-11.0 C 26 104.00 0.55 143.69 851.07 470.25 1321.31-12.0 C 24 96.00 0.55 132.63 983.70 434.07 1417.77-13.0 C 24 96.00 0.55 132.63 1116.33 434.07 1550.41-14.0 C 27 108.00 0.55 149.21 1265.55 488.33 1753.88-15.0 C 30 120.00 0.55 165.79 1431.34 542.59 1973.93-16.0 C 34 136.00 0.55 187.90 1619.24 614.94 2234.17-17.0 C 33 132.00 0.55 182.37 1801.61 596.85 2398.46-18.0 C 32 128.00 0.55 176.84 1978.45 578.76 2557.22-19.0 C 30 120.00 0.55 165.79 2144.24 542.59 2686.84-20.0 C 32 128.00 0.55 176.84 2321.09 578.76 2899.85-21.0 C 34 136.00 0.55 187.90 2508.99 614.94 3123.92-22.0 C 35 140.00 0.55 193.42 2702.41 633.02 3335.43-23.0 C 36 144.00 0.55 198.95 2901.36 651.11 3552.47-24.0 C 37 148.00 0.55 204.48 3105.84 669.20 3775.03-25.0 C 39 156.00 0.55 215.53 3321.37 705.37 4026.74-26.0 C 40 160.00 0.55 221.06 3542.42 723.46 4265.88-27.0 C 42 168.00 0.55 232.11 3774.53 759.63 4534.16-28.0 C 46 184.00 0.55 254.21 4028.75 831.97 4860.72-29.0 C 49 196.00 0.55 270.79 4299.54 886.23 5185.77-30.0 C 50 200.00 0.55 276.32 4575.86 904.32 5480.18-31.0 C 52 208.00 0.55 287.37 4863.23 940.49 5803.72-32.0 C 53 212.00 0.55 292.90 5156.13 958.58 6114.71-33.0 C 54 216.00 0.55 298.43 5454.56 976.67 6431.22-34.0 C 56 224.00 0.55 309.48 5764.04 1012.84 6776.87-35.0 C 57 228.00 0.55 315.00 6079.04 1030.92 7109.96-36.0 C 55 220.00 0.55 303.95 6382.99 994.75 7377.74-37.0 C 54 216.00 0.55 298.43 6681.42 976.67 7658.08-38.0 C 54 216.00 0.55 298.43 6979.84 976.67 7956.51-39.0 C-40.0 C

Page 45: Daya Dukung Tanah Jembatan (PT. Aria Graha)

Pull Out Capacity (kN)Friction

Wp QpuLocal Cumm

0.00 0.0015.47 15.47 10.55 26.0230.95 46.42 21.10 67.5238.68 85.11 31.65 116.7654.16 139.27 42.20 181.47

100.58 239.85 52.75 292.60193.42 433.27 63.30 496.57216.63 649.90 73.85 723.76177.95 827.85 84.40 912.26154.74 982.59 94.95 1077.55123.79 1106.39 105.50 1211.89108.32 1214.70 116.05 1330.76104.45 1319.15 126.60 1445.76100.58 1419.73 137.16 1556.89104.45 1524.18 147.71 1671.89112.19 1636.37 158.26 1794.62119.92 1756.29 168.81 1925.10131.53 1887.82 179.36 2067.18139.27 2027.08 189.91 2216.99150.87 2177.95 200.46 2378.41158.61 2336.56 211.01 2547.57166.34 2502.91 221.56 2724.46174.08 2676.99 232.11 2909.10177.95 2854.94 242.66 3097.60177.95 3032.89 253.21 3286.10

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 46: Daya Dukung Tanah Jembatan (PT. Aria Graha)

174.08 3206.97 263.76 3470.73166.34 3373.31 274.31 3647.62170.21 3543.53 284.86 3828.39177.95 3721.48 295.41 4016.89185.69 3907.16 305.96 4213.13193.42 4100.59 316.51 4417.10197.29 4297.88 327.06 4624.94201.16 4499.04 337.61 4836.66208.90 4707.94 348.16 5056.10216.63 4924.58 358.71 5283.29216.63 5141.21 369.26 5510.47216.63 5357.84 379.81 5737.66220.50 5578.35 390.36 5968.71208.90 5787.25 400.92 6188.16

Pull Out Capacity (kN)Friction

Wp QpuLocal Cumm

0.00 0.000.00 0.00 10.55 10.550.00 0.00 21.10 21.100.00 0.00 31.65 31.657.74 7.74 42.20 49.94

38.68 46.42 52.75 99.1769.63 116.05 63.30 179.36

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 47: Daya Dukung Tanah Jembatan (PT. Aria Graha)

65.76 181.82 73.85 255.6758.03 239.85 84.40 324.2558.03 297.87 94.95 392.8358.03 355.90 105.50 461.4058.03 413.93 116.05 529.9861.90 475.82 126.60 602.4361.90 537.72 137.16 674.8765.76 603.48 147.71 751.1969.63 673.12 158.26 831.3773.50 746.62 168.81 915.4273.50 820.12 179.36 999.4773.50 893.62 189.91 1083.5377.37 970.99 200.46 1171.4569.63 1040.62 211.01 1251.6365.76 1106.39 221.56 1327.9465.76 1172.15 232.11 1404.2665.76 1237.91 242.66 1480.5765.76 1303.68 253.21 1556.8965.76 1369.44 263.76 1633.20

Pull Out Capacity (kN)Friction

Wp QpuLocal Cumm

0.00 0.0015.47 15.47 10.55 26.0230.95 46.42 21.10 67.5234.82 81.24 31.65 112.8938.68 119.92 42.20 162.1246.42 166.34 52.75 219.10

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 48: Daya Dukung Tanah Jembatan (PT. Aria Graha)

42.55 208.90 63.30 272.2054.16 263.06 73.85 336.9161.90 324.95 84.40 409.3677.37 402.32 94.95 497.2892.84 495.17 105.50 600.67

100.58 595.75 116.05 711.8092.84 688.59 126.60 815.1992.84 781.43 137.16 918.59

104.45 885.88 147.71 1033.59116.05 1001.94 158.26 1160.19131.53 1133.46 168.81 1302.27127.66 1261.12 179.36 1440.48123.79 1384.92 189.91 1574.82116.05 1500.97 200.46 1701.43123.79 1624.76 211.01 1835.77131.53 1756.29 221.56 1977.85135.40 1891.69 232.11 2123.80139.27 2030.95 242.66 2273.61143.13 2174.09 253.21 2427.30150.87 2324.96 263.76 2588.72154.74 2479.70 274.31 2754.01162.48 2642.17 284.86 2927.03177.95 2820.12 295.41 3115.53189.56 3009.68 305.96 3315.64193.42 3203.10 316.51 3519.61201.16 3404.26 327.06 3731.32205.03 3609.29 337.61 3946.90208.90 3818.19 348.16 4166.35216.63 4034.82 358.71 4393.54220.50 4255.33 369.26 4624.59212.77 4468.09 379.81 4847.91208.90 4676.99 390.36 5067.36208.90 4885.89 400.92 5286.81

Page 49: Daya Dukung Tanah Jembatan (PT. Aria Graha)

BH : 221Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A1

Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m

Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30

SPT Correction 0.8

Soil Properties Compressio Capacity (kN)

Layer N-SPT α FrictionEnd Qu

Local Cumm0 C 0

-1.0 C 10 40.00 0.55 55.26-2.0 C 10 40.00 0.55 55.26 55.26 180.86 236.13-3.0 C 12 48.00 0.55 66.32 121.58 217.04 338.62-4.0 C 16 64.00 0.55 88.42 210.00 289.38 499.39-5.0 C 18 72.00 0.55 99.48 309.48 325.56 635.03-6.0 C 20 80.00 0.55 110.53 420.01 361.73 781.73-7.0 C 22 88.00 0.55 121.58 541.59 397.90 939.49-8.0 C 24 96.00 0.55 132.63 674.22 434.07 1108.29-9.0 C 26 104.00 0.55 143.69 817.91 470.25 1288.15

-10.0 C 24 96.00 0.55 132.63 950.54 434.07 1384.61-11.0 C 24 96.00 0.55 132.63 1083.17 434.07 1517.25-12.0 C 26 104.00 0.55 143.69 1226.86 470.25 1697.11-13.0 C 25 100.00 0.55 138.16 1365.02 452.16 1817.18-14.0 C 23 92.00 0.55 127.11 1492.13 415.99 1908.12-15.0 C 24 96.00 0.55 132.63 1624.76 434.07 2058.84-16.0 C 30 120.00 0.55 165.79 1790.55 542.59 2333.15-17.0 C 32 128.00 0.55 176.84 1967.40 578.76 2546.16-18.0 C 34 136.00 0.55 187.90 2155.30 614.94 2770.23-19.0 C 30 120.00 0.55 165.79 2321.09 542.59 2863.68-20.0 C 32 128.00 0.55 176.84 2497.93 578.76 3076.70-21.0 C 32 128.00 0.55 176.84 2674.78 578.76 3253.54-22.0 C 32 128.00 0.55 176.84 2851.62 578.76 3430.39-23.0 C 32 128.00 0.55 176.84 3028.47 578.76 3607.23-24.0 C 32 128.00 0.55 176.84 3205.31 578.76 3784.08

Depth (m) Cu

(kN/m2)

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 50: Daya Dukung Tanah Jembatan (PT. Aria Graha)

-25.0 C 32 128.00 0.55 176.84 3382.16 578.76 3960.92-26.0 C 34 136.00 0.55 187.90 3570.05 614.94 4184.99-27.0 C 34 136.00 0.55 187.90 3757.95 614.94 4372.89-28.0 C 34 136.00 0.55 187.90 3945.85 614.94 4560.79-29.0 C 35 140.00 0.55 193.42 4139.27 633.02 4772.30-30.0 C 36 144.00 0.55 198.95 4338.22 651.11 4989.33-31.0 C 38 152.00 0.55 210.00 4548.23 687.28 5235.51-32.0 C 40 160.00 0.55 221.06 4769.28 723.46 5492.74-33.0 C 43 172.00 0.55 237.64 5006.92 777.72 5784.63-34.0 C 45 180.00 0.55 248.69 5255.61 813.89 6069.49-35.0 C 47 188.00 0.55 259.74 5515.35 850.06 6365.41-36.0 C 49 196.00 0.55 270.79 5786.14 886.23 6672.37-37.0 C 50 200.00 0.55 276.32 6062.46 904.32 6966.78-38.0 C 54 216.00 0.55 298.43 6360.89 976.67 7337.55-39.0 C 56 224.00 0.55 309.48 6670.36 1012.84 7683.20-40.0 C

BH : 221Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A2

Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m

Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30

SPT Correction 0.8

Soil Properties Compressio Capacity (kN)

Layer N-SPT α FrictionEnd Qu

Local Cumm0 C 0

-1.0 C 0 0.00 0.55 0.00-2.0 C 0 0.00 0.55 0.00 0.00 0.00 0.00-3.0 C 1 4.00 0.55 5.53 5.53 18.09 23.61-4.0 C 2 8.00 0.55 11.05 16.58 36.17 52.75-5.0 C 4 16.00 0.55 22.11 38.68 72.35 111.03-6.0 C 7 28.00 0.55 38.68 77.37 126.60 203.97-7.0 C 7 28.00 0.55 38.68 116.05 126.60 242.66

Depth (m) Cu

(kN/m2)

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 51: Daya Dukung Tanah Jembatan (PT. Aria Graha)

-8.0 C 8 32.00 0.55 44.21 160.27 144.69 304.96-9.0 C 8 32.00 0.55 44.21 204.48 144.69 349.17

-10.0 C 10 40.00 0.55 55.26 259.74 180.86 440.60-11.0 C 12 48.00 0.55 66.32 326.06 217.04 543.09-12.0 C 13 52.00 0.55 71.84 397.90 235.12 633.02-13.0 C 14 56.00 0.55 77.37 475.27 253.21 728.48-14.0 C 15 60.00 0.55 82.90 558.17 271.30 829.46-15.0 C 16 64.00 0.55 88.42 646.59 289.38 935.97-16.0 C 16 64.00 0.55 88.42 735.01 289.38 1024.39-17.0 C 16 64.00 0.55 88.42 823.43 289.38 1112.82-18.0 C 16 64.00 0.55 88.42 911.86 289.38 1201.24-19.0 C 16 64.00 0.55 88.42 1000.28 289.38 1289.66-20.0 C 17 68.00 0.55 93.95 1094.23 307.47 1401.70-21.0 C 18 72.00 0.55 99.48 1193.70 325.56 1519.26-22.0 C 18 72.00 0.55 99.48 1293.18 325.56 1618.73-23.0 C 19 76.00 0.55 105.00 1398.18 343.64 1741.82-24.0 C 19 76.00 0.55 105.00 1503.18 343.64 1846.82-25.0 C-26.0 C-27.0 C-28.0 C-29.0 C-30.0 C-31.0 C-32.0 C-33.0 C-34.0 C-35.0 C-36.0 C-37.0 C-38.0 C-39.0 C-40.0 C

Page 52: Daya Dukung Tanah Jembatan (PT. Aria Graha)

Pull Out Capacity (kN)Friction

Wp QpuLocal Cumm

0.00 0.0010.55 10.55

38.68 38.68 21.10 59.7946.42 85.11 31.65 116.7661.90 147.00 42.20 189.2069.63 216.63 52.75 269.3977.37 294.00 63.30 357.3185.11 379.11 73.85 452.9692.84 471.95 84.40 556.36

100.58 572.54 94.95 667.4992.84 665.38 105.50 770.8892.84 758.22 116.05 874.28

100.58 858.80 126.60 985.4196.71 955.51 137.16 1092.6788.98 1044.49 147.71 1192.2092.84 1137.33 158.26 1295.59

116.05 1253.39 168.81 1422.19123.79 1377.18 179.36 1556.54131.53 1508.71 189.91 1698.61116.05 1624.76 200.46 1825.22123.79 1748.55 211.01 1959.56123.79 1872.34 221.56 2093.90123.79 1996.14 232.11 2228.24123.79 2119.93 242.66 2362.59123.79 2243.72 253.21 2496.93

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 53: Daya Dukung Tanah Jembatan (PT. Aria Graha)

123.79 2367.51 263.76 2631.27131.53 2499.04 274.31 2773.35131.53 2630.57 284.86 2915.43131.53 2762.09 295.41 3057.51135.40 2897.49 305.96 3203.45139.27 3036.76 316.51 3353.27147.00 3183.76 327.06 3510.82154.74 3338.50 337.61 3676.11166.34 3504.84 348.16 3853.01174.08 3678.92 358.71 4037.64181.82 3860.74 369.26 4230.01189.56 4050.30 379.81 4430.11193.42 4243.72 390.36 4634.09208.90 4452.62 400.92 4853.54216.63 4669.26 411.47 5080.72

Pull Out Capacity (kN)Friction

Wp QpuLocal Cumm

0.00 0.0010.55 10.55

0.00 0.00 21.10 21.103.87 3.87 31.65 35.527.74 11.61 42.20 53.81

15.47 27.08 52.75 79.8327.08 54.16 63.30 117.4627.08 81.24 73.85 155.09

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 54: Daya Dukung Tanah Jembatan (PT. Aria Graha)

30.95 112.19 84.40 196.5930.95 143.13 94.95 238.0938.68 181.82 105.50 287.3246.42 228.24 116.05 344.2950.29 278.53 126.60 405.1454.16 332.69 137.16 469.8458.03 390.72 147.71 538.4261.90 452.61 158.26 610.8761.90 514.51 168.81 683.3161.90 576.40 179.36 755.7661.90 638.30 189.91 828.2161.90 700.19 200.46 900.6565.76 765.96 211.01 976.9769.63 835.59 221.56 1057.1569.63 905.22 232.11 1137.3373.50 978.73 242.66 1221.3873.50 1052.23 253.21 1305.44

Page 55: Daya Dukung Tanah Jembatan (PT. Aria Graha)

BH : 240Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A1

Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m

Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30

SPT Correction 0.8

Soil Properties Compressio Capacity (kN)

Layer N-SPT α FrictionEnd Qu

Local Cumm0 C 0

-1.0 C 4 16.00 0.55 22.11-2.0 C 10 40.00 0.55 55.26 55.26 180.86 236.13-3.0 C 13 52.00 0.55 71.84 127.11 235.12 362.23-4.0 C 15 60.00 0.55 82.90 210.00 271.30 481.30-5.0 C 16 64.00 0.55 88.42 298.43 289.38 587.81-6.0 C 18 72.00 0.55 99.48 397.90 325.56 723.46-7.0 C 20 80.00 0.55 110.53 508.43 361.73 870.16-8.0 C 22 88.00 0.55 121.58 630.01 397.90 1027.91-9.0 C 24 96.00 0.55 132.63 762.64 434.07 1196.72

-10.0 C 26 104.00 0.55 143.69 906.33 470.25 1376.58-11.0 C 28 112.00 0.55 154.74 1061.07 506.42 1567.49-12.0 C 30 120.00 0.55 165.79 1226.86 542.59 1769.45-13.0 C 32 128.00 0.55 176.84 1403.71 578.76 1982.47-14.0 C 34 136.00 0.55 187.90 1591.60 614.94 2206.54-15.0 C 34 136.00 0.55 187.90 1779.50 614.94 2394.44-16.0 C 36 144.00 0.55 198.95 1978.45 651.11 2629.56-17.0 C 37 148.00 0.55 204.48 2182.93 669.20 2852.12-18.0 C 40 160.00 0.55 221.06 2403.98 723.46 3127.44-19.0 C 40 160.00 0.55 221.06 2625.04 723.46 3348.50-20.0 C 42 168.00 0.55 232.11 2857.15 759.63 3616.78-21.0 C 42 168.00 0.55 232.11 3089.26 759.63 3848.89-22.0 C 44 176.00 0.55 243.16 3332.42 795.80 4128.22-23.0 C 44 176.00 0.55 243.16 3575.58 795.80 4371.38-24.0 C 46 184.00 0.55 254.21 3829.80 831.97 4661.77

Depth (m) Cu

(kN/m2)

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 56: Daya Dukung Tanah Jembatan (PT. Aria Graha)

-25.0 C 46 184.00 0.55 254.21 4084.01 831.97 4915.98-26.0 C 48 192.00 0.55 265.27 4349.28 868.15 5217.42-27.0 C 49 196.00 0.55 270.79 4620.07 886.23 5506.30-28.0 C 50 200.00 0.55 276.32 4896.39 904.32 5800.71-29.0 C 52 208.00 0.55 287.37 5183.76 940.49 6124.26-30.0 C 52 208.00 0.55 287.37 5471.14 940.49 6411.63-31.0 C 53 212.00 0.55 292.90 5764.04 958.58 6722.61-32.0 C 55 220.00 0.55 303.95 6067.99 994.75 7062.74-33.0 C 56 224.00 0.55 309.48 6377.47 1012.84 7390.30-34.0 C 56 224.00 0.55 309.48 6686.94 1012.84 7699.78-35.0 C 57 228.00 0.55 315.00 7001.95 1030.92 8032.87-36.0 C 59 236.00 0.55 326.06 7328.01 1067.10 8395.10-37.0 C 60 240.00 0.55 331.58 7659.59 1085.18 8744.77-38.0 C 60 240.00 0.55 331.58 7991.17 1085.18 9076.36-39.0 C 60 240.00 0.55 331.58 8322.76 1085.18 9407.94-40.0 C

BH : 240Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A2

Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m

Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30

SPT Correction 0.8

Soil Properties Compressio Capacity (kN)

Layer N-SPT α FrictionEnd Qu

Local Cumm0 C 0

-1.0 C 0 0.00 0.55 0.00-2.0 C 0 0.00 0.55 0.00 0.00 0.00 0.00-3.0 C 1 4.00 0.55 5.53 5.53 18.09 23.61-4.0 C 2 8.00 0.55 11.05 16.58 36.17 52.75-5.0 C 8 32.00 0.55 44.21 60.79 144.69 205.48-6.0 C 12 48.00 0.55 66.32 127.11 217.04 344.14-7.0 C 16 64.00 0.55 88.42 215.53 289.38 504.91

Depth (m) Cu

(kN/m2)

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 57: Daya Dukung Tanah Jembatan (PT. Aria Graha)

-8.0 C 17 68.00 0.55 93.95 309.48 307.47 616.95-9.0 C 18 72.00 0.55 99.48 408.95 325.56 734.51

-10.0 C 18 72.00 0.55 99.48 508.43 325.56 833.98-11.0 C 18 72.00 0.55 99.48 607.90 325.56 933.46-12.0 C 18 72.00 0.55 99.48 707.38 325.56 1032.93-13.0 C 18 72.00 0.55 99.48 806.85 325.56 1132.41-14.0 C 18 72.00 0.55 99.48 906.33 325.56 1231.88-15.0 C 18 72.00 0.55 99.48 1005.80 325.56 1331.36-16.0 C 18 72.00 0.55 99.48 1105.28 325.56 1430.84-17.0 C 20 80.00 0.55 110.53 1215.81 361.73 1577.54-18.0 C 20 80.00 0.55 110.53 1326.34 361.73 1688.06-19.0 C 20 80.00 0.55 110.53 1436.86 361.73 1798.59-20.0 C 19 76.00 0.55 105.00 1541.87 343.64 1885.51-21.0 C 19 76.00 0.55 105.00 1646.87 343.64 1990.51-22.0 C 19 76.00 0.55 105.00 1751.87 343.64 2095.51-23.0 C 19 76.00 0.55 105.00 1856.87 343.64 2200.51-24.0 C 19 76.00 0.55 105.00 1961.87 343.64 2305.51-25.0 C-26.0 C-27.0 C-28.0 C-29.0 C-30.0 C-31.0 C-32.0 C-33.0 C-34.0 C-35.0 C-36.0 C-37.0 C-38.0 C-39.0 C-40.0 C

Page 58: Daya Dukung Tanah Jembatan (PT. Aria Graha)

Pull Out Capacity (kN)Friction

Wp QpuLocal Cumm

0.00 0.0010.55 10.55

38.68 38.68 21.10 59.7950.29 88.98 31.65 120.6358.03 147.00 42.20 189.2061.90 208.90 52.75 261.6569.63 278.53 63.30 341.8377.37 355.90 73.85 429.7585.11 441.01 84.40 525.4192.84 533.85 94.95 628.80

100.58 634.43 105.50 739.93108.32 742.75 116.05 858.80116.05 858.80 126.60 985.41123.79 982.59 137.16 1119.75131.53 1114.12 147.71 1261.83131.53 1245.65 158.26 1403.91139.27 1384.92 168.81 1553.72143.13 1528.05 179.36 1707.41154.74 1682.79 189.91 1872.70154.74 1837.53 200.46 2037.99162.48 2000.00 211.01 2211.01162.48 2162.48 221.56 2384.04170.21 2332.69 232.11 2564.80170.21 2502.91 242.66 2745.57177.95 2680.86 253.21 2934.07

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 59: Daya Dukung Tanah Jembatan (PT. Aria Graha)

177.95 2858.81 263.76 3122.57185.69 3044.49 274.31 3318.80189.56 3234.05 284.86 3518.91193.42 3427.47 295.41 3722.88201.16 3628.63 305.96 3934.60201.16 3829.80 316.51 4146.31205.03 4034.82 327.06 4361.89212.77 4247.59 337.61 4585.20216.63 4464.23 348.16 4812.39216.63 4680.86 358.71 5039.57220.50 4901.36 369.26 5270.63228.24 5129.60 379.81 5509.42232.11 5361.71 390.36 5752.08232.11 5593.82 400.92 5994.74232.11 5825.93 411.47 6237.40

Pull Out Capacity (kN)Friction

Wp QpuLocal Cumm

0.00 0.0010.55 10.55

0.00 0.00 21.10 21.103.87 3.87 31.65 35.527.74 11.61 42.20 53.81

30.95 42.55 52.75 95.3146.42 88.98 63.30 152.2861.90 150.87 73.85 224.72

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 60: Daya Dukung Tanah Jembatan (PT. Aria Graha)

65.76 216.63 84.40 301.0469.63 286.27 94.95 381.2269.63 355.90 105.50 461.4069.63 425.53 116.05 541.5969.63 495.17 126.60 621.7769.63 564.80 137.16 701.9569.63 634.43 147.71 782.1469.63 704.06 158.26 862.3269.63 773.70 168.81 942.5077.37 851.07 179.36 1030.4277.37 928.44 189.91 1118.3477.37 1005.80 200.46 1206.2673.50 1079.31 211.01 1290.3173.50 1152.81 221.56 1374.3773.50 1226.31 232.11 1458.4273.50 1299.81 242.66 1542.4773.50 1373.31 253.21 1626.52

Page 61: Daya Dukung Tanah Jembatan (PT. Aria Graha)

BH : 250Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A1

Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m

Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30

SPT Correction 0.8

Soil Properties Compressio Capacity (kN)

Layer N-SPT α FrictionEnd Qu

Local Cumm0 C 0

-1.0 C 4 16.00 0.55 22.11-2.0 C 6 24.00 0.55 33.16 33.16 108.52 141.68-3.0 C 10 40.00 0.55 55.26 88.42 180.86 269.29-4.0 C 14 56.00 0.55 77.37 165.79 253.21 419.00-5.0 C 16 64.00 0.55 88.42 254.21 289.38 543.60-6.0 C 16 64.00 0.55 88.42 342.64 289.38 632.02-7.0 C 17 68.00 0.55 93.95 436.59 307.47 744.05-8.0 C 19 76.00 0.55 105.00 541.59 343.64 885.23-9.0 C 20 80.00 0.55 110.53 652.12 361.73 1013.84

-10.0 C 20 80.00 0.55 110.53 762.64 361.73 1124.37-11.0 C 22 88.00 0.55 121.58 884.22 397.90 1282.12-12.0 C 24 96.00 0.55 132.63 1016.86 434.07 1450.93-13.0 C 26 104.00 0.55 143.69 1160.54 470.25 1630.79-14.0 C 24 96.00 0.55 132.63 1293.18 434.07 1727.25-15.0 C 25 100.00 0.55 138.16 1431.34 452.16 1883.50-16.0 C 27 108.00 0.55 149.21 1580.55 488.33 2068.88-17.0 C 28 112.00 0.55 154.74 1735.29 506.42 2241.71-18.0 C 30 120.00 0.55 165.79 1901.08 542.59 2443.67-19.0 C 31 124.00 0.55 171.32 2072.40 560.68 2633.08-20.0 C 33 132.00 0.55 182.37 2254.77 596.85 2851.62-21.0 C 34 136.00 0.55 187.90 2442.67 614.94 3057.61-22.0 C 35 140.00 0.55 193.42 2636.09 633.02 3269.12-23.0 C 36 144.00 0.55 198.95 2835.04 651.11 3486.15-24.0 C 37 148.00 0.55 204.48 3039.52 669.20 3708.72

Depth (m) Cu

(kN/m2)

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 62: Daya Dukung Tanah Jembatan (PT. Aria Graha)

-25.0 C 38 152.00 0.55 210.00 3249.52 687.28 3936.81-26.0 C 39 156.00 0.55 215.53 3465.05 705.37 4170.42-27.0 C 42 168.00 0.55 232.11 3697.16 759.63 4456.79-28.0 C 44 176.00 0.55 243.16 3940.32 795.80 4736.12-29.0 C 48 192.00 0.55 265.27 4205.59 868.15 5073.74-30.0 C 52 208.00 0.55 287.37 4492.96 940.49 5433.46-31.0 C 53 212.00 0.55 292.90 4785.86 958.58 5744.44-32.0 C 51 204.00 0.55 281.85 5067.71 922.41 5990.12-33.0 C 50 200.00 0.55 276.32 5344.03 904.32 6248.35-34.0 C 52 208.00 0.55 287.37 5631.40 940.49 6571.89-35.0 C 53 212.00 0.55 292.90 5924.30 958.58 6882.88-36.0 C 55 220.00 0.55 303.95 6228.25 994.75 7223.00-37.0 C 57 228.00 0.55 315.00 6543.26 1030.92 7574.18-38.0 C 59 236.00 0.55 326.06 6869.32 1067.10 7936.41-39.0 C 60 240.00 0.55 331.58 7200.90 1085.18 8286.08-40.0 C

BH : 250Lokasi : Gabus - Wadu (KM 41+972 - KM 76+931) A2

Pile PropertiesType : Bored PileDiameter : 0.80 mPerimeter : 2.51 mArea : 0.50 m2Unit weight : 21.00 kN/m

Soil TypeS : SandC : Clay 0.55SS : Sandy Silt 0.40ML : Silt 0.30

SPT Correction 0.8

Soil Properties Compressio Capacity (kN)

Layer N-SPT α FrictionEnd Qu

Local Cumm0 C 0

-1.0 C 0 0.00 0.55 0.00-2.0 C 0 0.00 0.55 0.00 0.00 0.00 0.00-3.0 C 1 4.00 0.55 5.53 5.53 18.09 23.61-4.0 C 2 8.00 0.55 11.05 16.58 36.17 52.75-5.0 C 2 8.00 0.55 11.05 27.63 36.17 63.80-6.0 C 3 12.00 0.55 16.58 44.21 54.26 98.47-7.0 C 6 24.00 0.55 33.16 77.37 108.52 185.89

Depth (m) Cu

(kN/m2)

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 63: Daya Dukung Tanah Jembatan (PT. Aria Graha)

-8.0 C 7 28.00 0.55 38.68 116.05 126.60 242.66-9.0 C 9 36.00 0.55 49.74 165.79 162.78 328.57

-10.0 C 10 40.00 0.55 55.26 221.06 180.86 401.92-11.0 C 10 40.00 0.55 55.26 276.32 180.86 457.18-12.0 C 10 40.00 0.55 55.26 331.58 180.86 512.45-13.0 C 10 40.00 0.55 55.26 386.85 180.86 567.71-14.0 C 11 44.00 0.55 60.79 447.64 198.95 646.59-15.0 C 12 48.00 0.55 66.32 513.96 217.04 730.99-16.0 C 14 56.00 0.55 77.37 591.32 253.21 844.53-17.0 C 14 56.00 0.55 77.37 668.69 253.21 921.90-18.0 C 15 60.00 0.55 82.90 751.59 271.30 1022.89-19.0 C 15 60.00 0.55 82.90 834.49 271.30 1105.78-20.0 C 16 64.00 0.55 88.42 922.91 289.38 1212.29-21.0 C 17 68.00 0.55 93.95 1016.86 307.47 1324.33-22.0 C 19 76.00 0.55 105.00 1121.86 343.64 1465.50-23.0 C 19 76.00 0.55 105.00 1226.86 343.64 1570.50-24.0 C 20 80.00 0.55 110.53 1337.39 361.73 1699.12-25.0 C-26.0 C-27.0 C-28.0 C-29.0 C-30.0 C-31.0 C-32.0 C-33.0 C-34.0 C-35.0 C-36.0 C-37.0 C-38.0 C-39.0 C-40.0 C

Page 64: Daya Dukung Tanah Jembatan (PT. Aria Graha)

Pull Out Capacity (kN)Friction

Wp QpuLocal Cumm

0.00 0.0010.55 10.55

23.21 23.21 21.10 44.3138.68 61.90 31.65 93.5554.16 116.05 42.20 158.2661.90 177.95 52.75 230.7061.90 239.85 63.30 303.1565.76 305.61 73.85 379.4673.50 379.11 84.40 463.5177.37 456.48 94.95 551.4377.37 533.85 105.50 639.3585.11 618.96 116.05 735.0192.84 711.80 126.60 838.41

100.58 812.38 137.16 949.5492.84 905.22 147.71 1052.9396.71 1001.94 158.26 1160.19

104.45 1106.39 168.81 1275.19108.32 1214.70 179.36 1394.06116.05 1330.76 189.91 1520.66119.92 1450.68 200.46 1651.14127.66 1578.34 211.01 1789.35131.53 1709.87 221.56 1931.43135.40 1845.26 232.11 2077.37139.27 1984.53 242.66 2227.19143.13 2127.66 253.21 2380.87

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 65: Daya Dukung Tanah Jembatan (PT. Aria Graha)

147.00 2274.67 263.76 2538.43150.87 2425.54 274.31 2699.85162.48 2588.01 284.86 2872.87170.21 2758.23 295.41 3053.64185.69 2943.91 305.96 3249.87201.16 3145.07 316.51 3461.59205.03 3350.10 327.06 3677.17197.29 3547.40 337.61 3885.01193.42 3740.82 348.16 4088.98201.16 3941.98 358.71 4300.69205.03 4147.01 369.26 4516.27212.77 4359.78 379.81 4739.59220.50 4580.28 390.36 4970.65228.24 4808.52 400.92 5209.44232.11 5040.63 411.47 5452.10

Pull Out Capacity (kN)Friction

Wp QpuLocal Cumm

0.00 0.0010.55 10.55

0.00 0.00 21.10 21.103.87 3.87 31.65 35.527.74 11.61 42.20 53.817.74 19.34 52.75 72.09

11.61 30.95 63.30 94.2523.21 54.16 73.85 128.01

Calc. Method : Base on SPTCu = 5 * N-SPTCmpresseionSkin Friction (Qs) = α * Cu * Perimeter *1 (c-soil)

= 2*N-SPT*perimeter*1 (φ-soil)End Bearing (Qp) = 9*Cu*area (c-soil)

= 40/3*N-SPTav*l/D (φ-soil) ≤ 400/3*N-SPTav*area

Ultimate (Qu) = Qs + Qp

Pull OutSkin Friction (Qs) = 0,7 * Qs (compression)Pile Weight (Wp) = Area PIle * Unit Weight pile * LUltimate (Qpu) = Qs + Wp

Page 66: Daya Dukung Tanah Jembatan (PT. Aria Graha)

27.08 81.24 84.40 165.6434.82 116.05 94.95 211.0138.68 154.74 105.50 260.2438.68 193.42 116.05 309.4838.68 232.11 126.60 358.7138.68 270.79 137.16 407.9542.55 313.35 147.71 461.0546.42 359.77 158.26 518.0254.16 413.93 168.81 582.7354.16 468.09 179.36 647.4458.03 526.11 189.91 716.0258.03 584.14 200.46 784.6061.90 646.04 211.01 857.0465.76 711.80 221.56 933.3673.50 785.30 232.11 1017.4173.50 858.80 242.66 1101.4677.37 936.17 253.21 1189.38