| PEKERJAAN PENGEMBANGAN JARINGAN LISTRIK DENGAN DAYA 15 MVA UNTUK KEBUTUHAN OPERASIONAL PELABUHAN TANJUNG PRIOK | ||||||
| FIELD DENSITY TEST | ||||||
| BY SAND CONE METHOD | ||||||
| Date | : | Tested | : | |||
| Lacation | : | ¡d Max. | : | |||
| Layer | : | W.Opt | : | |||
| No | Description | 1 | 2 | 3 | 4 | |
| 1 | Weigth of jar + sand | Gram | ||||
| 2 | Weigth of jar + remaining sand | Gram | ||||
| 3 | Weigth of sand used 1 - 2 | Gram | ||||
| 4 | Weigth of sand in base plate + cone | Gram | ||||
| 5 | Weigth of sand in hole 3-4 | Gram | ||||
| 6 | Unit Weigth of sand | gr/cm3 | ||||
| 7 | Volume of the hole 5 : 6 | Gram | ||||
| 8 | Weigth of wet soil and tare | Gram | ||||
| 9 | Weigth of tare | Gram | ||||
| 10 | Weigth of wet soil 8 - 9 | Gram | ||||
| 11 | Wet Density of soil 10 : 7 | gr/cm3 | ||||
| 12 | optimum moisture content | % | ||||
| 13 | maximum dry density | gr/cm3 | ||||
| 14 | Weight of sample retained in 3/4" | Gram | ||||
| 15 | Weight of sample passing in 3/4" | Gram | ||||
| 16 | Weight of sample retained in 3/4" | % | ||||
| 17 | Weight of sample passing in 3/4" | % | ||||
| 18 | Bulk specific grafity | - | ||||
| 19 | Dry density corection (13*18)/(13*18)+(17*18) | gr/cm3 | ||||
| 20 | Dry density corection 11/(W/100+1) | gr/cm3 | ||||
| 21 | Percent dry density (20:19) x 100 | % | ||||
| MOISTURE CONTENT DETERMINATION | ||||||
| A | Test nomor | Gram | ||||
| B | Weigth of wet soil and tare | Gram | ||||
| C | Weigth of dry soil and tare | Gram | ||||
| D | Weight of tare | Gram | ||||
| E | Weight of water B - C | Gram | ||||
| F | Weight of dry soil C - D | Gram | ||||
| G | Moisture content W = E : F x 100 | % | ||||
| H | Average | % | ||||
| Approved by, | Checked by, | Tested by, | ||||
Jumat, 23 Agustus 2013
FIELD DENSITY TEST BY SAND CONE METHOD
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