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LABORATORIUM TANAH DAN BAHAN JALAN/BANGUNANJURUSAN TEKNIK SIPIL FAKULTAS TEKNIK
UNIVERSITAS TUNAS PEMBANGUNANJL. Walanda Maramis 31 Cengklik, SURAKARTA
DATA HASIL TEST SONDIR(PB-0101-76)
Lokasi : Selatan Gedung UTP Dikerjakan :Tgl : 17-6-2011 Diperiksa :Sondir : 1
1 2 3 4 5 6 7kedalaman conus conus + cleef cleef total
JHP (kg/cm) HS (kg/cm)(m) (kg/cm2) (kg/cm2) (kg/cm2) (kg/cm)0 0 0 0 0 Err:522 0
0.2 10 15 5 10 10 0.50.4 10 22 12 24 34 1.20.6 10 22 12 24 58 1.20.8 10 22 12 24 82 1.2-1 10 22 12 24 106 1.21.2 9 19 10 20 126 11.4 11 21 10 20 146 11.6 11 25 14 28 174 1.41.8 15 29 14 28 202 1.4-2 15 29 14 28 230 1.42.2 26 35 9 18 248 0.92.4 28 42 14 28 276 1.42.6 29 49 20 40 316 22.8 20 30 10 20 336 1-3 20 30 10 20 356 13.2 2503.43.63.8-44.24.44.64.8-55.25.45.65.8-66.26.46.66.8-77.27.47.67.8-88.28.48.68.8-99.29.49.69.8-1010.210.410.6
1 2 3 4 5 6 7kedalaman conus conus + cleef cleef total
JHP (kg/cm) HS (kg/cm)(m) (kg/cm2) (kg/cm2) (kg/cm2) (kg/cm)10.8
LABORATORIUM TANAH DAN BAHAN JALAN/BANGUNANJURUSAN TEKNIK SIPIL FAKULTAS TEKNIK
UNIVERSITAS TUNAS PEMBANGUNANJL. WALANADA Maramis 31 Cengklik, SURAKARTA
DATA HASIL TEST SONDIR(PB-0101-76)
Lokasi : Bapang (PSDA) Dikerjakan :Tgl : Diperiksa :Sondir : 3
1 2 3 4 5 6 7kedalaman conus conus + cleef cleef total
JHP (kg/cm) HS (kg/cm)(m) (kg/cm2) (kg/cm2) (kg/cm2) (kg/cm)0 0 0 0 0 Err:522 0
0.2 0 0 0 0 Err:522 00.4 0 0 0 0 0 00.6 0 0 0 0 0 00.8 0 0 0 0 0 0-1 0 0 0 0 0 01.2 0 0 0 0 0 01.4 0 0 0 0 0 01.6 0 0 0 0 0 01.8 0 0 0 0 0 0-2 0 0 0 0 0 02.2 25 40 15 30 30 1.52.4 30 50 20 40 70 22.6 35 70 35 70 140 3.52.8 30 50 20 40 180 2-3 30 50 20 40 220 23.2 20 50 30 60 280 33.4 30 40 10 20 300 13.6 30 50 20 40 340 23.8 35 50 15 30 370 1.5-4 25 40 15 30 400 1.54.2 20 35 15 30 430 1.54.4 20 40 20 40 470 24.6 25 35 10 20 490 14.8 25 40 15 30 520 1.5-5 30 45 15 30 550 1.55.2 35 50 15 30 580 1.55.4 35 55 20 40 620 25.6 45 70 25 50 670 2.55.8 50 70 20 40 710 2-6 50 65 15 30 740 1.56.2 60 80 20 40 780 26.4 50 70 20 40 820 26.6 60 85 25 50 870 2.56.8 60 80 20 40 910 2-7 50 65 15 30 940 1.57.2 65 75 10 20 960 17.4 40 65 25 50 1010 2.57.6 50 70 20 40 1050 27.8 45 60 15 30 1080 1.5-8 25 45 20 40 1120 28.2 25 50 25 50 1170 2.58.4 20 45 25 50 1220 2.58.6 20 40 20 40 1260 28.8 25 50 25 50 1310 2.5-9 35 50 15 30 1340 1.59.2 25 45 20 40 1380 29.4 50 75 25 50 1430 2.59.6 60 75 15 30 1460 1.59.8 45 60 15 30 1490 1.5-10 50 60 10 20 1510 110.2 55 80 25 50 1560 2.510.4 75 95 20 40 1600 210.6 75 100 25 50 1650 2.5
10.8 80 100 20 40 1690 2-11 75 85 10 20 1710 111.2 60 85 25 50 1760 2.511.4 55 65 10 20 1780 111.6 50 75 25 50 1830 2.511.8 55 70 15 30 1860 1.5-12 50 70 20 40 1900 212.2 50 65 15 30 1930 1.512.4 50 65 15 30 1960 1.512.6 50 60 10 20 1980 112.8 55 70 15 30 2010 1.5-13 50 60 10 20 2030 113.2 35 65 30 60 2090 313.4 55 70 15 30 2120 1.513.6 50 65 15 30 2150 1.513.8 50 70 20 40 2190 2-14 65 85 20 40 2230 214.2 50 80 30 60 2290 314.4 55 65 10 20 2310 114.6 50 65 15 30 2340 1.514.8 55 60 5 10 2350 0.5-15 65 80 15 30 2380 1.515.2 70 105 35 70 2450 3.515.4 60 80 20 40 2490 215.6 60 75 15 30 2520 1.515.8 60 80 20 40 2560 2-16 45 65 20 40 2600 216.2 45 80 35 70 2670 3.516.4 45 80 35 70 2740 3.516.6 50 85 35 70 2810 3.516.8 45 85 40 80 2890 4-17 50 80 30 60 2950 317.2 50 60 10 20 2970 117.4 35 50 15 30 3000 1.517.6 40 50 10 20 3020 117.8 40 55 15 30 3050 1.5-18 55 65 10 20 3070 118.2 60 70 10 20 3090 118.4 65 70 5 10 3100 0.518.6 65 75 10 20 3120 118.8 60 70 10 20 3140 1-19 80 100 20 40 3180 219.2 85 105 20 40 3220 219.4 50 75 25 50 3270 2.519.6 30 60 30 60 3330 319.8 40 70 30 60 3390 3-20 35 60 25 50 3440 2.520.2 40 50 10 20 3460 120.4 35 50 15 30 3490 1.520.6 40 55 15 30 3520 1.520.8 35 60 25 50 3570 2.5-21 35 55 20 40 3610 221.2 40 55 15 30 3640 1.521.4 40 60 20 40 3680 221.6 35 60 25 50 3730 2.521.8 30 50 20 40 3770 2-22 50 70 20 40 3810 222.2 55 80 25 50 3860 2.522.4 55 110 55 110 3970 5.522.6 55 95 40 80 4050 422.8 80 130 50 100 4150 5-23 70 140 70 140 4290 723.2 100 150 50 100 4390 523.4 100 190 90 180 4570 923.6 110 195 85 170 4740 8.523.8 >250
LABORATORIUM TANAH DAN BAHAN JALAN/BANGUNANJURUSAN TEKNIK SIPIL FAKULTAS TEKNIK
UNIVERSITAS TUNAS PEMBANGUNANJL. WALANADA Maramis 31 Cengklik, SURAKARTA
DATA HASIL TEST SONDIR(PB-0101-76)
Lokasi : Selatan Gedung UTP Dikerjakan :Tgl : 17-6-2011 Diperiksa :Sondir : 2
1 2 3 4 5 6 7kedalaman conus conus + cleef cleef total
JHP (kg/cm) HS (kg/cm)(m) (kg/cm2) (kg/cm2) (kg/cm2) (kg/cm)0 0 0 0 0 Err:522 0
0.2 0 0 0 0 Err:522 00.4 0 0 0 0 0 00.6 0 0 0 0 0 00.8 0 0 0 0 0 0-1 0 0 0 0 0 01.2 0 0 0 0 0 01.4 0 0 0 0 0 01.6 0 0 0 0 0 01.8 0 0 0 0 0 0-2 0 5 5 10 10 0.52.2 10 15 5 10 20 0.52.4 10 22 12 24 44 1.22.6 10 22 12 24 68 1.22.8 10 22 12 24 92 1.2-3 10 22 12 24 116 1.23.2 9 19 10 20 136 13.4 11 21 10 20 156 13.6 11 25 14 28 184 1.43.8 15 29 14 28 212 1.4-4 15 29 14 28 240 1.44.2 26 35 9 18 258 0.94.4 28 42 14 28 286 1.44.6 29 49 20 40 326 24.8 20 30 10 20 346 1-5 20 30 10 20 366 15.2 2505.45.65.8-66.26.46.66.8-77.27.47.67.8-88.28.48.68.8-99.29.49.69.8-10
1 2 3 4 5 6 7kedalaman conus conus + cleef cleef total
JHP (kg/cm) HS (kg/cm)(m) (kg/cm2) (kg/cm2) (kg/cm2) (kg/cm)10.210.410.610.8-1111.211.411.611.8-1212.212.412.612.8-1313.213.413.613.8-1414.214.414.614.8-15
GRAFIK SONDIR 1
NILAI CONUSJHP
0.0
0.6
1.2
1.8
2.4
3.0
01
02
03
04
05
06
07
08
09
01
00
11
01
20
13
01
40
15
01
60
17
01
80
19
02
00
21
02
20
23
02
40
25
0
KEDALAMAN (m)
NIL
AI C
ON
US
(kg
/cm
2)
0 0.6
1.2
1.8
2.4
3
05
00
10
00
15
00
20
00
25
00
30
00
35
00
JHP
KEDALAMAN (m)
0 0.2 0.40 10 10
### 10 34
0.0
0.6
1.2
1.8
2.4
3.0
01
02
03
04
05
06
07
08
09
01
00
11
01
20
13
01
40
15
01
60
17
01
80
19
02
00
21
02
20
23
02
40
25
0
GRAFIK SONDIR 3 BAPANG (PSDA)
NILAI CONUSJHP
0.0
0.8
1.6
2.4
3.2
4.0
4.8
5.6
6.4
7.2
8.0
8.8
9.6
10.4
11.2
12.0
12.8
13.6
14.4
15.2
16.0
16.8
17.6
18.4
19.2
20.0
20.8
21.6
22.4
23.2
01
02
03
04
05
06
07
08
09
01
00
11
01
20
13
01
40
15
01
60
17
01
80
19
02
00
21
02
20
23
02
40
25
0
KEDALAMAN (m)
NIL
AI C
ON
US
(kg
/cm
2)
0 0.8
1.6
2.4
3.2
4 4.8
5.6
6.4
7.2
8 8.8
9.6
10
.4
11
.2
12
12
.8
13
.6
14
.4
15
.2
16
16
.8
17
.6
18
.4
19
.2
20
20
.8
21
.6
22
.4
23
.2
05
00
10
00
15
00
20
00
25
00
30
00
35
00
40
00
45
00
JHP
KEDALAMAN (m)
GRAFIK SONDIR 3 BAPANG (PSDA)0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.20 0 0 0 0 0 0 0 0 0 0 25 30 35 30 30 20 30 30 35 25 20
### ### 0 0 0 0 0 0 0 0 0 30 70 ### ### ### ### ### ### ### ### ###
0.0
0.8
1.6
2.4
3.2
4.0
4.8
5.6
6.4
7.2
8.0
8.8
9.6
10.4
11.2
12.0
12.8
13.6
14.4
15.2
16.0
16.8
17.6
18.4
19.2
20.0
20.8
21.6
22.4
23.2
01
02
03
04
05
06
07
08
09
01
00
11
01
20
13
01
40
15
01
60
17
01
80
19
02
00
21
02
20
23
02
40
25
0
0 0.8
1.6
2.4
3.2
4 4.8
5.6
6.4
7.2
8 8.8
9.6
10
.4
11
.2
12
12
.8
13
.6
14
.4
15
.2
16
16
.8
17
.6
18
.4
19
.2
20
20
.8
21
.6
22
.4
23
.2
05
00
10
00
15
00
20
00
25
00
30
00
35
00
40
00
45
00
JHP
4.4 4.6 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.6 6.8 7 7.2 7.4 7.6 7.8 8 8.220 25 25 30 35 35 45 50 50 60 50 60 60 50 65 40 50 45 25 25
### ### ### ### ### 620 670 710 740 780 820 870 910 940 960 1010 1050 1080 1120 1170
8.4 8.6 8.8 9 9.2 9.4 9.6 9.8 10 10.2 10.4 10.6 10.8 11 11.2 11.4 11.6 11.820 20 25 35 25 50 60 45 50 55 75 75 80 75 60 55 50 55
1220 1260 1310 ### 1380 1430 1460 1490 1510 1560 1600 1650 1690 1710 1760 1780 1830 1860
12 12.2 12.4 12.6 12.8 13 13.2 13.4 13.6 13.8 14 14.2 14.4 14.6 14.8 15 15.250 50 50 50 55 50 35 55 50 50 65 50 55 50 55 65 70
1900 1930 1960 1980 2010 2030 2090 2120 2150 2190 2230 2290 2310 2340 2350 2380 2450
15.4 15.6 15.8 16 16.2 16.4 16.6 16.8 17 17.2 17.4 17.6 17.8 18 18.2 18.4 18.660 60 60 45 45 45 50 45 50 50 35 40 40 55 60 65 65
2490 2520 2560 2600 2670 2740 2810 2890 2950 2970 3000 3020 3050 3070 3090 3100 3120
18.8 19 19.2 19.4 19.6 19.8 20 20.2 20.4 20.6 20.8 21 21.2 21.4 21.6 21.8 2260 80 85 50 30 40 35 40 35 40 35 35 40 40 35 30 50
3140 3180 3220 3270 3330 3390 3440 3460 3490 3520 3570 3610 3640 3680 3730 3770 3810
22.2 22.4 22.6 22.8 23 23.2 23.4 23.6 23.855 55 55 80 70 100 100 110 250
3860 3970 4050 4150 4290 4390 4570 4740
LABORATORIUM TANAH DAN BAHAN JALAN/BANGUNANJURUSAN TEKNIK SIPIL FAKULTAS TEKNIK
UNIVERSITAS TUNAS PEMBANGUNANJL. Walanda Maramis 31 Cengklik, SURAKARTA
kedalaman conus JHP0 0 0
0.2 10 100.4 10 340.6 10 580.8 10 82-1 10 106
-1.2 9 126-1.4 11 146-1.6 11 174-1.8 15 202
-2 15 230-2.2 26 248-2.4 28 276-2.6 29 316-2.8 20 336
-3 20 356-3.2 250 606
GRAFIK SONDIR 2
NILAI CONUSJHP
0.0
0.6
1.2
1.8
2.4
3.0
3.6
4.2
4.8
01
02
03
04
05
06
07
08
09
01
00
11
01
20
13
01
40
15
01
60
17
01
80
19
02
00
21
02
20
23
02
40
25
0
KEDALAMAN (m)
NIL
AI C
ON
US
(kg
/cm
2)
0 0.6
1.2
1.8
2.4
3 3.6
4.2
4.8
05
00
10
00
15
00
20
00
25
00
JHP
KEDALAMAN (m)
GRAFIK SONDIR 2
Kedalaman Conus JHP0 0 Err:522
0.2 0 Err:5220.4 0 00.6 0 00.8 0 0
1 0 01.2 0 01.4 0 01.6 0 01.8 0 0
2 0 102.2 10 202.4 10 442.6 10 682.8 10 92
3 10 1163.2 9 1363.4 11 1563.6 11 1843.8 15 212
4 15 2404.2 26 2584.4 28 2864.6 29 3264.8 20 346
5 20 3665.2 250 0
0.0
0.6
1.2
1.8
2.4
3.0
3.6
4.2
4.8
01
02
03
04
05
06
07
08
09
01
00
11
01
20
13
01
40
15
01
60
17
01
80
19
02
00
21
02
20
23
02
40
25
0
0 0.6
1.2
1.8
2.4
3 3.6
4.2
4.8
05
00
10
00
15
00
20
00
25
00
JHP
