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Lampiran B2. Data Sondir, Lokasi: Jl. A. Yani Km. 6,5 Banjarmasin (Eva Guest House Hotel) Kedalaman (m) 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



Perlawanan KONUS (kg/cm2) 0.0 0.0 0.0 3.0 3.0 3.0 2.0 2.0 2.0 2.0 2.0 1.0 1.0 1.5 1.0 1.0 1.0 1.5 1.0 1.5 1.5 1.5 1.5 2.0 1.5 2.0



Perlawanan BIKONUS (kg/cm2) 0.0 0.0 0.0 5.0 6.0 5.0 3.0 3.0 3.0 2.5 2.5 2.0 1.5 2.5 1.5 1.5 1.5 2.0 1.5 2.0 2.0 2.0 2.0 2.5 2.0 2.5



Hambatan Lekat (kg/cm) 0.0 0.0 0.0 4.0 6.0 4.0 2.0 2.0 2.0 1.0 1.0 2.0 1.0 2.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0



JHP (kg/cm) 0.0 0.0 0.0 4.0 10.0 14.0 16.0 18.0 20.0 21.0 22.0 24.0 25.0 27.0 28.0 29.0 30.0 31.0 32.0 33.0 34.0 35.0 36.0 37.0 38.0 39.0



Cl = qs (kg/cm2) 0 0 0 0.2 0.3 0.2 0.1 0.1 0.1 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1



Fr (%) 0 0.00 0.00 6.67 10.00 6.67 5.00 5.00 5.00 2.50 2.50 10.00 5.00 6.67 5.00 5.00 5.00 3.33 5.00 3.33 3.33 3.33 3.33 2.50 3.33 2.50



Perkiraan Jenis Tanah



Material organik



Lempung



Material organik



Lempung



Lempung



Data Sondir, Lokasi: Jl. A. Yani Km. 6,5 Banjarmasin (Lanjutan)



95



Kedalaman (m) 5.20 5.40 5.60 5.80 6.00 6.20 6.40 6.60 6.80 7.00 7.20 7.40 7.60 7.80 8.00 8.20 8.40 8.60 8.80 9.00 9.20 9.40 9.60 9.80 10.00



Perlawanan KONUS (kg/cm2) 2.0 1.5 1.5 1.5 1.5 1.5 1.5 1.5 2.0 2.0 2.0 2.0 2.5 2.0 2.0 2.0 2.0 2.0 2.5 2.0 2.0 2.0 2.0 2.0 2.0



Perlawanan BIKONUS (kg/cm2) 2.5 2.0 2.5 2.0 2.0 2.2 2.0 2.5 2.5 2.5 2.5 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 2.5 2.5 3.0 2.5 3.0 3.5



Hambatan Lekat (kg/cm) 1.0 1.0 2.0 1.0 1.0 1.4 1.0 2.0 1.0 1.0 1.0 2.0 1.0 2.0 2.0 2.0 2.0 2.0 1.0 1.0 1.0 2.0 1.0 2.0 3.0



JHP (kg/cm) 40.0 41.0 43.0 44.0 45.0 46.4 47.4 49.4 50.4 51.4 52.4 54.4 55.4 57.4 59.4 61.4 63.4 65.4 66.4 67.4 68.4 70.4 71.4 73.4 76.4



Cl = qs (kg/cm2) 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.05 0.1 0.15



Fr (%) 2.50 3.33 6.67 3.33 3.33 4.67 3.33 6.67 2.50 2.50 2.50 5.00 2.00 5.00 5.00 5.00 5.00 5.00 2.00 2.50 2.50 5.00 2.50 5.00 7.50



Perkiraan Jenis Tanah



JHP



Cl = qs



Fr



Perkiraan Jenis Tanah



Lempung



Lempung



Lempung



Lempung



Material organik



Data Sondir, Lokasi: Jl. A. Yani Km. 6,5 Banjarmasin (Lanjutan) Kedalaman



Perlawanan



Perlawanan



Hambatan Lekat



96



(m) 10.20 10.40 10.60 10.80 11.00 11.20 11.40 11.60 11.80 12.00 12.20 12.40 12.60 12.80 13.00 13.20 13.40 13.60 13.80 14.00 14.20 14.40 14.60 14.80 15.00



KONUS (kg/cm2) 2.0 2.5 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.5 2.0 2.0 2.0 2.0 2.0 2.5 2.5 2.0 2.5 2.5 2.5 2.5 2.5 2.5 3.0



BIKONUS (kg/cm2) 3.0 3.5 3.0 3.0 3.0 3.0 2.5 2.5 3.0 3.0 2.5 3.0 3.0 3.0 3.0 3.5 3.0 3.0 3.0 3.5 3.0 3.5 3.5 4.0 5.0



(kg/cm) 2.0 2.0 2.0 2.0 2.0 2.0 1.0 1.0 2.0 1.0 1.0 2.0 2.0 2.0 2.0 2.0 1.0 2.0 1.0 2.0 1.0 2.0 2.0 3.0 4.0



(kg/cm) 78.4 80.4 82.4 84.4 86.4 88.4 89.4 90.4 92.4 93.4 94.4 96.4 98.4 100.4 102.4 104.4 105.4 107.4 108.4 110.4 111.4 113.4 115.4 118.4 122.4



(kg/cm2) 0.1 0.1 0.1 0.1 0.1 0.1 0.05 0.05 0.1 0.05 0.05 0.1 0.1 0.1 0.1 0.1 0.05 0.1 0.05 0.1 0.05 0.1 0.1 0.15 0.2



(%) 5.00 4.00 5.00 5.00 5.00 5.00 2.50 2.50 5.00 2.00 2.50 5.00 5.00 5.00 5.00 4.00 2.00 5.00 2.00 4.00 2.00 4.00 4.00 6.00 6.67



JHP



Cl = qs



Fr



Lempung



Berbutir Halus Sensitif



Lempung



Lempung



Material organik



Data Sondir, Lokasi: Jl. A. Yani Km. 6,5 Banjarmasin (Lanjutan) Kedalaman



Perlawanan KONUS



Perlawanan BIKONUS



Hambatan Lekat



Perkiraan Jenis Tanah



97



(m) 15.20 15.40 15.60 15.80 16.00 16.20 16.40 16.60 16.80 17.00 17.20 17.40 17.60 17.80 18.00 18.20 18.40 18.60 18.80 19.00 19.20 19.40 19.60 19.80 20.00



(kg/cm2) 3.0 3.0 2.5 3.0 4.0 4.0 4.0 5.0 5.0 10.0 9.0 9.0 7.0 7.0 8.0 7.0 7.0 6.0 7.0 7.0 7.0 6.0 6.0 6.0 6.0



(kg/cm2) 4.0 4.5 3.5 4.0 8.0 6.0 7.0 8.0 9.0 15.0 14.0 13.0 11.0 11.0 13.0 12.0 12.0 10.0 10.0 11.0 10.0 9.0 8.0 8.0 10.0



(kg/cm) 2.0 3.0 2.0 2.0 8.0 4.0 6.0 6.0 8.0 10.0 10.0 8.0 8.0 8.0 10.0 10.0 10.0 8.0 6.0 8.0 6.0 6.0 4.0 4.0 8.0



(kg/cm) 124.4 127.4 129.4 131.4 139.4 143.4 149.4 155.4 163.4 173.4 183.4 191.4 199.4 207.4 217.4 227.4 237.4 245.4 251.4 259.4 265.4 271.4 275.4 279.4 287.4



(kg/cm2) 0.1 0.15 0.1 0.1 0.4 0.2 0.3 0.3 0.4 0.5 0.5 0.4 0.4 0.4 0.5 0.5 0.5 0.4 0.3 0.4 0.3 0.3 0.2 0.2 0.4



(%) 3.33 5.00 4.00 3.33 10.00 5.00 7.50 6.00 8.00 5.00 5.56 4.44 5.71 5.71 6.25 7.14 7.14 6.67 4.29 5.71 4.29 5.00 3.33 3.33 6.67



JHP (kg/cm)



Cl = qs (kg/cm2)



Fr (%)



Material organik



Lempung



Lempung



Lempung



Lempung



Data Sondir, Lokasi: Jl. A. Yani Km. 6,5 Banjarmasin (Lanjutan) Kedalaman (m)



Perlawanan KONUS (kg/cm2)



Perlawanan BIKONUS (kg/cm2)



Hambatan Lekat (kg/cm)



Perkiraan Jenis Tanah



98



20.20 20.40 20.60 20.80 21.00 21.20 21.40 21.60 21.80 22.00 22.20 22.40 22.60 22.80 23.00 23.20 23.40 23.60 23.80 24.00 24.20 24.40 24.60 24.80 25.00



5.0 5.0 5.0 6.0 7.0 7.0 7.0 8.0 8.0 9.0 8.0 7.0 7.0 7.0 7.0 7.0 6.0 6.0 6.0 5.0 4.0 4.0 5.0 5.0 5.0



9.0 8.0 9.0 9.0 12.0 11.0 11.0 12.0 13.0 14.0 12.0 11.0 10.0 11.0 11.0 10.0 9.0 8.0 9.0 9.0 8.0 7.0 9.0 9.0 9.0



8.0 6.0 8.0 6.0 10.0 8.0 8.0 8.0 10.0 10.0 8.0 8.0 6.0 8.0 8.0 6.0 6.0 4.0 6.0 8.0 8.0 6.0 8.0 8.0 8.0



295.4 301.4 309.4 315.4 325.4 333.4 341.4 349.4 359.4 369.4 377.4 385.4 391.4 399.4 407.4 413.4 419.4 423.4 429.4 437.4 445.4 451.4 459.4 467.4 475.4



0.4 0.3 0.4 0.3 0.5 0.4 0.4 0.4 0.5 0.5 0.4 0.4 0.3 0.4 0.4 0.3 0.3 0.2 0.3 0.4 0.4 0.3 0.4 0.4 0.4



8.00 6.00 8.00 5.00 7.14 5.71 5.71 5.00 6.25 5.56 5.00 5.71 4.29 5.71 5.71 4.29 5.00 3.33 5.00 8.00 10.00 7.50 8.00 8.00 8.00



JHP (kg/cm) 481.4



Cl = qs (kg/cm2) 0.3



Fr (%) 6.00



Lempung



Lempung



Lempung



Lempung



Lempung



Data Sondir, Lokasi: Jl. A. Yani Km. 6,5 Banjarmasin (Lanjutan) Kedalaman (m) 25.20



Perlawanan KONUS (kg/cm2) 5.0



Perlawanan BIKONUS (kg/cm2) 8.0



Hambatan Lekat (kg/cm) 6.0



Perkiraan Jenis Tanah



99



25.40 25.60 25.80 26.00 26.20 26.40 26.60 26.80 27.00 27.20 27.40 27.60 27.80 28.00 28.20 28.40 28.60 28.80 29.00 29.20 29.40 29.60 29.80 30.00



5.0 6.0 6.0 6.0 6.0 5.0 5.0 6.0 7.0 7.0 8.0 7.0 7.0 7.0 8.0 8.0 7.0 7.0 8.0 7.0 7.0 6.0 6.0 7.0



8.0 9.0 9.0 12.0 10.0 9.0 8.0 9.0 10.0 11.0 11.0 10.0 10.0 12.0 11.0 12.0 11.0 11.0 12.0 11.0 12.0 10.0 11.0 11.0



6.0 6.0 6.0 12.0 8.0 8.0 6.0 6.0 6.0 8.0 6.0 6.0 6.0 10.0 6.0 8.0 8.0 8.0 8.0 8.0 10.0 8.0 10.0 8.0



487.4 493.4 499.4 511.4 519.4 527.4 533.4 539.4 545.4 553.4 559.4 565.4 571.4 581.4 587.4 595.4 603.4 611.4 619.4 627.4 637.4 645.4 655.4 663.4



0.3 0.3 0.3 0.6 0.4 0.4 0.3 0.3 0.3 0.4 0.3 0.3 0.3 0.5 0.3 0.4 0.4 0.4 0.4 0.4 0.5 0.4 0.5 0.4



6.00 5.00 5.00 10.00 6.67 8.00 6.00 5.00 4.29 5.71 3.75 4.29 4.29 7.14 3.75 5.00 5.71 5.71 5.00 5.71 7.14 6.67 8.33 5.71



Material organik



Lempung



Lempung



Lempung



Lempung



Data Sondir, Lokasi: Jl. A. Yani Km. 6,5 Banjarmasin (Lanjutan) Kedalaman (m) 30.20 30.40



Perlawanan KONUS (kg/cm2) 6.0 6.0



Perlawanan BIKONUS (kg/cm2) 10.0 11.0



Hambatan Lekat (kg/cm) 8.0 10.0



JHP (kg/cm) 671.4 681.4



Cl = qs (kg/cm2) 0.4 0.5



Fr (%) 6.67 8.33



Perkiraan Jenis Tanah



100



30.60 30.80 31.00 31.20 31.40 31.60 31.80 32.00 32.20 32.40 32.60 32.80 33.00 33.20 33.40 33.60 33.80 34.00 34.20 34.40 34.60 34.80 35.00



7.0 7.0 9.0 10.0 10.0 9.0 10.0 14.0 15.0 14.0 15.0 14.0 16.0 17.0 18.0 18.0 20.0 23.0 13.0 13.0 12.0 13.0 14.0



10.0 12.0 15.0 15.0 15.0 14.0 15.0 19.0 19.0 19.0 20.0 19.0 21.0 20.0 22.0 23.0 25.0 31.0 18.0 17.0 16.0 18.0 19.0



6.0 10.0 12.0 10.0 10.0 10.0 10.0 10.0 8.0 10.0 10.0 10.0 10.0 6.0 8.0 10.0 10.0 16.0 10.0 8.0 8.0 10.0 10.0



687.4 697.4 709.4 719.4 729.4 739.4 749.4 759.4 767.4 777.4 787.4 797.4 807.4 813.4 821.4 831.4 841.4 857.4 867.4 875.4 883.4 893.4 903.4



0.3 0.5 0.6 0.5 0.5 0.5 0.5 0.5 0.4 0.5 0.5 0.5 0.5 0.3 0.4 0.5 0.5 0.8 0.5 0.4 0.4 0.5 0.5



4.29 7.14 6.67 5.00 5.00 5.56 5.00 3.57 2.67 3.57 3.33 3.57 3.13 1.76 2.22 2.78 2.50 3.48 3.85 3.08 3.33 3.85 3.57



JHP (kg/cm) 913.4 923.4 933.4



Cl = qs (kg/cm2) 0.5 0.5 0.5



Fr (%) 3.33 3.57 3.13



Lempung



Lempung



Lanau berlempung s.d Lempung Berlanau



Lanau berlempung s.d Lempung Berlanau



Lempung Berlanau s.d Lempung



Data Sondir, Lokasi: Jl. A. Yani Km. 6,5 Banjarmasin (Lanjutan) Kedalaman (m) 35.20 35.40 35.60



Perlawanan KONUS (kg/cm2) 15.0 14.0 16.0



Perlawanan BIKONUS (kg/cm2) 20.0 19.0 21.0



Hambatan Lekat (kg/cm) 10.0 10.0 10.0



Perkiraan Jenis Tanah



101



35.80 36.00 36.20 36.40 36.60 36.80 37.00 37.20 37.40 37.60 37.80 38.00 38.20 38.40 38.60 38.80 39.00



23.0 33.0 30.0 30.0 26.0 27.0 29.0 20.0 15.0 14.0 14.0 14.0 30.0 40.0 80.0 150.0 > 150



29.0 38.0 35.0 34.0 31.0 32.0 38.0 24.0 20.0 18.0 19.0 18.0 40.0 50.0 97.0 162.0



12.0 10.0 10.0 8.0 10.0 10.0 18.0 8.0 10.0 8.0 10.0 8.0 20.0 20.0 34.0 24.0



945.4 955.4 965.4 973.4 983.4 993.4 1011.4 1019.4 1029.4 1037.4 1047.4 1055.4 1075.4 1095.4 1129.4 1153.4



0.6 0.5 0.5 0.4 0.5 0.5 0.9 0.4 0.5 0.4 0.5 0.4 1 1 1.7 1.2



2.61 1.52 1.67 1.33 1.92 1.85 3.10 2.00 3.33 2.86 3.57 2.86 3.33 2.50 2.13 0.80



Pasir Berlanau s.d Lanau Berpasir



Lanau berlempung s.d Lempung Berlanau



Lanau berlempung s.d Lempung Berlanau



Pasir Berlanau s.d Lanau Berpasir Pasir



102