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Form CPT-1-1/4 LABORATORIUM MEKANIKA TANAH FAKULTAS TEKNIK UNIVERSITAS SYIAH KUALA CONE PENETRATION TEST (2) Project : Pembangunan Gedung Perguruan Agama Islam Tk. Menengah Kota Sabang Ordered by : CV. Supernova, Banda Aceh Location : Kelurahan Kota Atas Sub District : Kec. Su District/City : Kota Sa Code/point/depth : KTA/S02 Date of Testing : Feb 01, Tested by : RIZ Equipment/Method : BBT Description of soil : ------------ CONE RESISTANCE AND SLEEVE FRICTION (kg/cm^2) 0.00 4.00 8.00 12.00 16 0.00 0.40 0.80 1.20 1.60 2.00 2.40 2.80 3.20 3.60 4.00 4.40 4.80 5.20 5.60 6.00 6.40 6.80 7.20 7.60 8.00 8.40 8.80 9.20 9.60 10.00 10.40 10.80 11.20 11.60 12.00 12.40 12.80 13.20 13.60 14.00 14.40 14.80 15.20 15.60 16.00 16.40 16.80 17.20 17.60 18.00 18.40 18.80 19.20 19.60 20.00 Sleeve Friction ( Depth (m) 0 50 100 150 200 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.20 2.40 2.60 2.80 3.00 3.20 3.40 3.60 3.80 4.00 4.20 4.40 4.60 4.80 5.00 Cone Resistance (kg/cm^2) Depth (m)

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Sheet1Form CPT-1-1/4LABORATORIUM MEKANIKA TANAHPage :Form CPT-1-1/4LABORATORIUM MEKANIKA TANAHPage :FAKULTAS TEKNIK UNIVERSITAS SYIAH KUALAFAKULTAS TEKNIK UNIVERSITAS SYIAH KUALACONE PENETRATION TEST (1)CONE PENETRATION TEST (2)Project: Pembangunan Pesantren Terpadu YPI T. Nyak ArifProject: Pembangunan Gedung Perguruan Agama Islam Tk. Menengah Kota SabangOrdered by: Yayasan Pendidikan Islam T. Nyak ArifOrdered by: CV. Supernova, Banda AcehLocation: Jl. T. Nyak ArifSub District: Syiah KualaLocation: Kelurahan Kota AtasSub District: Kec. Suka KaryaDarussalamDistrict/City: Banda AcehDistrict/City: Kota SabangCode/point/depth: DRS/S02Date of Testing: Sept, 14th 2005Code/point/depth: KTA/S02Date of Testing: Feb 01, 2007Tested by: HS (DRS)Equipment/Method: BBTTested by: RIZEquipment/Method: BBTDescription of soil: ------------Description of soil: ------------DepthCone ResistanceSleeve FrictionS Sleeve ResistanceFREstimated SoilCONE RESISTANCE AND SLEEVE FRICTION (kg/cm^2)(m)"CR" (kg/cm^2)"SF" (kg/cm^2)(kg/cm)CR/SF90%.FR100%.FR110%FR0.000.000.000UnclassifiedUnclassifiedUnclassified0.209.870.33730PeatClayClay0.4024.870.331375Fine SandClayClay0.6031.870.402480Coarse SandPeatPeat0.8039.870.3326121PeatPeatPeat1.0024.730.333375Fine SandPeatPeat1.2014.730.334045ClayPeatPeat1.4014.730.334645ClayPeatPeat1.6034.730.3353105PeatPeatPeat1.8049.730.6611975ClaySand+SiltSand+Silt2.0054.600.6613283ClaySand+SiltSand+Silt2.2094.600.66145143Sand+SiltSand+SiltSand+Silt2.4099.601.00240100UnclassifiedUnclassifiedUnclassified2.60134.601.6643281UnclassifiedUnclassifiedUnclassified2.80164.602.0056082Sand+GravelSand+GravelSand+Gravel3.00169.462.0060085Sand+SiltSand+SiltSand+Gravel3.20170.462.0064085Fine SandCoarse SandSand+Gravel3.403.603.804.004.204.404.604.805.005.205.405.605.806.006.206.406.606.807.007.207.407.607.808.008.208.408.608.809.009.209.409.609.8010.00Form CPT-1-1/4LABORATORIUM MEKANIKA TANAHPage :Form CPT-1-1/4LABORATORIUM MEKANIKA TANAHPage :FAKULTAS TEKNIK UNIVERSITAS SYIAH KUALAFAKULTAS TEKNIK UNIVERSITAS SYIAH KUALACONE PENETRATION TEST (1)CONE PENETRATION TEST (2)Project:Project: Pembangunan Pesantren Terpadu YPI T. Nyak ArifOrdered by:Ordered by: Yayasan Pendidikan Islam T. Nyak ArifLocation:Sub District:Location: Jl. T. Nyak ArifSub District: Syiah KualaDistrict/City:DarussalamDistrict/City: Banda AcehCode/point/depth:Date of Testing:Code/point/depth: DRS/S02Date of Testing: Sept, 14th 2005Tested by:Equipment/Method: BBTTested by: HS (DRS)Equipment/Method: BBTDescription of soil: ------------Description of soil: ------------DepthCone ResistanceSleeve FrictionS Sleeve ResistanceFREstimated SoilCONE RESISTANCE AND SLEEVE FRICTION (kg/cm^2)(m)"CR" (kg/cm^2)"SF" (kg/cm^2)(kg/cm)CR/SF90%.FR100%.FR110%FR0.000.000.0000.2011.870.33736UnclassifiedUnclassifiedUnclassified0.4020.870.331063UnclassifiedUnclassifiedUnclassified0.6027.870.331584PeatPeatPeat0.8033.870.653952PeatPeatPeat1.0039.730.654961PeatPeatPeat1.2034.730.655953PeatPeatPeat1.4028.730.656844PeatPeatPeat1.6019.730.657830PeatPeatPeat1.8014.730.334545ClaySand+SiltSand+Silt2.0016.600.335050ClaySand+SiltSand+Silt2.2029.600.335490Sand+SiltSand+SiltSand+Silt2.4054.600.4683119UnclassifiedUnclassifiedUnclassified2.6074.600.9819176UnclassifiedUnclassifiedUnclassified2.8091.601.3127570Sand+GravelSand+GravelSand+Gravel3.00124.461.6336776Sand+SiltSand+SiltSand+Gravel3.20144.460.982355Fine SandCoarse SandSand+Gravel3.40169.461.9650086UnclassifiedUnclassifiedUnclassified3.60171.462.9479458Sand+GravelSand+GravelSand+Gravel3.80169.461.9655986Fine SandCoarse SandSand+Gravel4.004.204.404.604.805.005.205.405.605.806.006.206.406.606.807.007.207.407.607.808.008.208.408.608.809.009.209.409.609.8010.00

Sheet11

Cone Resistance (kg/cm^2)Depth (m)

Sheet21

Sleeve Friction (kg/cm^2)Depth (m)

Sheet3

Sleeve Friction (kg/cm^2)Depth (m)

Cone Resistance (kg/cm^2)Depth (m)

Sleeve Friction (kg/cm^2)Depth (m)

Cone Resistance (kg/cm^2)Depth (m)

0

Cone Resistance (kg/cm^2)Depth (m)

0

Sleeve Friction (kg/cm^2)Depth (m)

00.20.40.60.811.21.41.61.822.22.42.62.833.23.43.63.84

Cone Resistance (kg/cm^2)Depth (m)

00.20.40.60.811.21.41.61.822.22.42.62.833.23.43.63.84

Sleeve Friction (kg/cm^2)Depth (m)

00.20.40.60.811.21.41.61.822.22.42.62.833.23.43.63.84

Cone Resistance (kg/cm^2)Depth (m)

00.20.40.60.811.21.41.61.822.22.42.62.833.23.43.63.84

Sleeve Friction (kg/cm^2)Depth (m)


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