5-RSUD M_Teweh Sondir S_1-1
2
No. Sondir : Titik Sondir S 01 Pekerjaan : Feasibility Study Pembangunan RSUD Muara Teweh - Kab. Barito Utara Lokasi : Jln. Yetko Sinseng No.2 Muara Teweh - Kab. Barito Utara Cuaca : Cerah Tanggal : 5 Mei 2015 1st M 1 (Kg/cm 2 ) 2nd M 2 (Kg/cm 2 ) Cone Resistance M 1 .C 0 (Kg/cm 2 ) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20 3.00 5.00 3.03 0.18 3.54 3.54 5.90 40 4.00 6.00 4.05 0.18 3.54 7.08 4.43 60 4.00 6.00 4.05 0.18 3.54 10.62 4.43 80 6.00 8.00 6.07 0.18 3.54 14.16 2.95 1.00 8.00 10.00 8.09 0.18 3.54 17.70 2.21 20 8.00 10.00 8.09 0.18 3.54 21.24 2.21 40 8.00 10.00 8.09 0.18 3.54 24.78 2.21 60 6.00 8.00 6.07 0.18 3.54 28.32 2.95 80 5.00 7.00 5.06 0.18 3.54 31.86 3.54 2.00 5.00 7.00 5.06 0.18 3.54 35.40 3.54 20 5.00 7.00 5.06 0.18 3.54 38.94 3.54 40 5.00 7.00 5.06 0.18 3.54 42.48 3.54 60 5.00 7.00 5.06 0.18 3.54 46.02 3.54 80 5.00 7.00 5.06 0.18 3.54 49.56 3.54 3.00 6.00 8.00 6.07 0.18 3.54 53.10 2.95 20 6.00 8.00 6.07 0.18 3.54 56.64 2.95 40 7.00 9.00 7.08 0.18 3.54 60.18 2.53 60 7.00 9.00 7.08 0.18 3.54 63.72 2.53 80 7.00 9.00 7.08 0.18 3.54 67.26 2.53 4.00 10.00 13.00 10.11 0.27 5.31 72.57 2.66 20 14.00 17.00 14.16 0.27 5.31 77.88 1.90 40 20.00 25.00 20.23 0.44 8.85 86.73 2.21 60 23.00 28.00 23.26 0.44 8.85 95.58 1.92 80 26.00 31.00 26.29 0.44 8.85 104.43 1.70 5.00 26.00 31.00 26.29 0.44 8.85 113.28 1.70 20 30.00 36.00 30.34 0.53 10.62 123.90 1.77 40 32.00 38.00 32.36 0.53 10.62 134.52 1.66 60 32.00 38.00 32.36 0.53 10.62 145.14 1.66 80 28.00 33.00 28.32 0.44 8.85 153.99 1.58 6.00 25.00 30.00 25.28 0.44 8.85 162.85 1.77 20 20.00 24.00 20.23 0.35 7.08 169.93 1.77 40 17.00 20.00 17.19 0.27 5.31 175.24 1.56 60 17.00 20.00 17.19 0.27 5.31 180.55 1.56 80 21.00 26.00 21.24 0.44 8.85 189.40 2.11 7.00 27.00 32.00 27.31 0.44 8.85 198.25 1.64 20 35.00 40.00 35.40 0.44 8.85 207.10 1.26 40 40.00 46.00 40.45 0.53 10.62 217.72 1.33 60 45.00 52.00 45.51 0.62 12.39 230.11 1.38 80 52.00 60.00 52.59 0.71 14.16 244.27 1.36 8.00 55.00 63.00 55.62 0.71 14.16 258.43 1.29 20 75.00 85.00 75.85 0.89 17.70 276.13 1.18 40 80.00 90.00 80.91 0.89 17.70 293.83 1.11 60 80.00 90.00 80.91 0.89 17.70 311.53 1.11 80 80.00 90.00 80.91 0.89 17.70 329.23 1.11 9.00 83.00 93.00 83.94 0.89 17.70 346.93 1.07 20 85.00 95.00 85.96 0.89 17.70 364.63 1.04 40 85.00 95.00 85.96 0.89 17.70 382.33 1.04 60 78.00 88.00 78.88 0.89 17.70 400.03 1.13 80 65.00 73.00 65.74 0.71 14.16 414.19 1.09 10.00 47.00 54.00 47.53 0.62 12.39 426.58 1.32 20 40.00 46.00 40.45 0.53 10.62 437.20 1.33 40 35.00 40.00 35.40 0.44 8.85 446.05 1.26 60 32.00 37.00 32.36 0.44 8.85 454.90 1.38 80 32.00 37.00 32.36 0.44 8.85 463.75 1.38 DUTCH CONE PENETROMETER TEST DEPTH (Meter) Manometer Reading Compressive Strength Total resistance HL=(M 2 -M 1 ).C 2 .L/l (Kg/cm) Accumulative JHL = SHL (Kg/cm) Friction Ratio Local Resistance (M 2 -M 1 ).C 1 (Kg/cm 2 )
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Survey 3
Transcript of 5-RSUD M_Teweh Sondir S_1-1
7/17/2019 5-RSUD M_Teweh Sondir S_1-1
http://slidepdf.com/reader/full/5-rsud-mteweh-sondir-s1-1 1/2
No. Sondir : Titik Sondir S 01
Pekerjaan : Feasibility Study Pembangunan RSUD Muara Teweh - Kab. Barito Utara
Lokasi : Jln. Yetko Sinseng No.2 Muara Teweh - Kab. Barito Utara
Cuaca : Cerah Tanggal : 5 Mei 2015
1st
M1
(Kg/cm2
)
2nd
M2
(Kg/cm2
)
Cone Resistance
M1.C0
(Kg/cm2
)0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
20 3.00 5.00 3.03 0.18 3.54 3.54 5.90
40 4.00 6.00 4.05 0.18 3.54 7.08 4.43
60 4.00 6.00 4.05 0.18 3.54 10.62 4.43
80 6.00 8.00 6.07 0.18 3.54 14.16 2.95
1.00 8.00 10.00 8.09 0.18 3.54 17.70 2.21
20 8.00 10.00 8.09 0.18 3.54 21.24 2.21
40 8.00 10.00 8.09 0.18 3.54 24.78 2.21
60 6.00 8.00 6.07 0.18 3.54 28.32 2.95
80 5.00 7.00 5.06 0.18 3.54 31.86 3.54
2.00 5.00 7.00 5.06 0.18 3.54 35.40 3.54
20 5.00 7.00 5.06 0.18 3.54 38.94 3.54
40 5.00 7.00 5.06 0.18 3.54 42.48 3.54
60 5.00 7.00 5.06 0.18 3.54 46.02 3.54
80 5.00 7.00 5.06 0.18 3.54 49.56 3.543.00 6.00 8.00 6.07 0.18 3.54 53.10 2.95
20 6.00 8.00 6.07 0.18 3.54 56.64 2.95
40 7.00 9.00 7.08 0.18 3.54 60.18 2.53
60 7.00 9.00 7.08 0.18 3.54 63.72 2.53
80 7.00 9.00 7.08 0.18 3.54 67.26 2.53
4.00 10.00 13.00 10.11 0.27 5.31 72.57 2.66
20 14.00 17.00 14.16 0.27 5.31 77.88 1.90
40 20.00 25.00 20.23 0.44 8.85 86.73 2.21
60 23.00 28.00 23.26 0.44 8.85 95.58 1.92
80 26.00 31.00 26.29 0.44 8.85 104.43 1.70
5.00 26.00 31.00 26.29 0.44 8.85 113.28 1.70
20 30.00 36.00 30.34 0.53 10.62 123.90 1.77
40 32.00 38.00 32.36 0.53 10.62 134.52 1.66
60 32.00 38.00 32.36 0.53 10.62 145.14 1.66
80 28.00 33.00 28.32 0.44 8.85 153.99 1.58
6.00 25.00 30.00 25.28 0.44 8.85 162.85 1.77
20 20.00 24.00 20.23 0.35 7.08 169.93 1.77
40 17.00 20.00 17.19 0.27 5.31 175.24 1.56
60 17.00 20.00 17.19 0.27 5.31 180.55 1.56
80 21.00 26.00 21.24 0.44 8.85 189.40 2.11
7.00 27.00 32.00 27.31 0.44 8.85 198.25 1.64
20 35.00 40.00 35.40 0.44 8.85 207.10 1.26
40 40.00 46.00 40.45 0.53 10.62 217.72 1.33
60 45.00 52.00 45.51 0.62 12.39 230.11 1.38
80 52.00 60.00 52.59 0.71 14.16 244.27 1.36
8.00 55.00 63.00 55.62 0.71 14.16 258.43 1.29
20 75.00 85.00 75.85 0.89 17.70 276.13 1.18
40 80.00 90.00 80.91 0.89 17.70 293.83 1.11
60 80.00 90.00 80.91 0.89 17.70 311.53 1.11
80 80.00 90.00 80.91 0.89 17.70 329.23 1.11
9.00 83.00 93.00 83.94 0.89 17.70 346.93 1.07
20 85.00 95.00 85.96 0.89 17.70 364.63 1.04
40 85.00 95.00 85.96 0.89 17.70 382.33 1.04
60 78.00 88.00 78.88 0.89 17.70 400.03 1.13
80 65.00 73.00 65.74 0.71 14.16 414.19 1.09
10.00 47.00 54.00 47.53 0.62 12.39 426.58 1.32
20 40.00 46.00 40.45 0.53 10.62 437.20 1.33
40 35.00 40.00 35.40 0.44 8.85 446.05 1.26
60 32.00 37.00 32.36 0.44 8.85 454.90 1.38
80 32.00 37.00 32.36 0.44 8.85 463.75 1.38
DUTCH CONE PENETROMETER TEST
DEPTH
(Meter)
Manometer Reading Compressive StrengthTotal resistance
HL=(M2-M1).C2.L/l
(Kg/cm)
Accumulative
JHL = SHL
(Kg/cm)
Friction RatioLocal Resistance
(M2-M1).C1
(Kg/cm
2
)
7/17/2019 5-RSUD M_Teweh Sondir S_1-1
http://slidepdf.com/reader/full/5-rsud-mteweh-sondir-s1-1 2/2
No. Sondir : Titik Sondir S 01
Pekerjaan : Feasibility Study Pembangunan RSUD Muara Teweh - Kab. Barito Utara
Lokasi : Jln. Yetko Sinseng No.2 Muara Teweh - Kab. Barito Utara
Cuaca : Cerah Tanggal : 5 Mei 2015
1st
M1
(Kg/cm2
)
2nd
M2
(Kg/cm2
)
Cone Resistance
M1.C0
(Kg/cm2
)
DUTCH CONE PENETROMETER TEST
DEPTH
(Meter)
Manometer Reading Compressive StrengthTotal resistance
HL=(M2-M1).C2.L/l
(Kg/cm)
Accumulative
JHL = SHL
(Kg/cm)
Friction RatioLocal Resistance
(M2-M1).C1
(Kg/cm
2
)11.00 34.00 40.00 34.39 0.53 10.62 474.37 1.56
20 38.00 44.00 38.43 0.53 10.62 485.00 1.40
40 46.00 53.00 46.52 0.62 12.39 497.39 1.35
60 50.00 57.00 50.57 0.62 12.39 509.78 1.24
80 54.00 62.00 54.61 0.71 14.16 523.94 1.31
12.00 60.00 68.00 60.68 0.71 14.16 538.10 1.18
20 62.00 70.00 62.70 0.71 14.16 552.26 1.14
40 65.00 73.00 65.74 0.71 14.16 566.42 1.09
60 65.00 73.00 65.74 0.71 14.16 580.58 1.09
80 75.00 85.00 75.85 0.89 17.70 598.28 1.18
13.00 80.00 90.00 80.91 0.89 17.70 615.98 1.11
20 85.00 95.00 85.96 0.89 17.70 633.68 1.04
40 90.00 100.00 91.02 0.89 17.70 651.38 0.98
60 90.00 100.00 91.02 0.89 17.70 669.08 0.98
80 94.00 105.00 95.07 0.97 19.47 688.55 1.0414.00 102.00 114.00 103.16 1.06 21.24 709.79 1.04
20 118.00 130.00 119.34 1.06 21.24 731.03 0.90
40 132.00 145.00 133.50 1.15 23.01 754.04 0.87
60 155.00 170.00 156.76 1.33 26.55 780.59 0.86
80 185.00 210.00 187.10 2.21 44.25 824.85 1.20
15.00
20
40
60
80
16.00
20
40
60
80
17.00
20
40
60
80
18.00
20
40
60
80
19.00
20
40
60
80
20.00
Remarks : Dp. = Dia. Of Piston = 3.56 cm L = ReadingDistance = 20 cm Co. = (Dp/Dk)2 =1.0113
Dk. = Dia. Of Conus = 3.54 cm l = Length of Blanket = 10 cm C1. = (Dp2/4Ds.I) = 0.0885
Ds. = Dia. Of Blanket = 3.58 cm C2. = (Dp2/4.Ds) =0.8850
