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| Soil properties applied to | |||
| soil laboratory | geotechnical engineering | www.soilpro.com.my | |
Services - Scope and Schedule
of Tests
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Scope
of Services
Soilpro's core business is in providing
an out source service to soil drilling and earthwork contractors who require
the laboratory and/or site testing on soils. The services range from the
most basic index soils tests to the highly specialised as follows:
| BASIC INDEX & PARAMETERS | ||
| Classification | Strength / Consolidation | Other Laboratory Tests |
| Moisture
Content
Particle Size Distribution Dispersion - Double Hydrometer Atterberg Limits - LL, PL, PI Linear Shrinkage Particle Density-SG Unit Weight-Bulk / Dry Density Soil Classification - BSCS & AASHTO System |
UU Triaxial Compression
|
Standard
Compaction (2.5kg)
Modified Compaction (4.5kg) California Bearing Ratio (CBR) Chemical Analysis - Soil and Water Permeameter
|
| SPECIAL TESTS | ||
| Specific Triaxial Tests | Insitu Assessment & Control | Other Laboratory Tests |
| Effective
Stress
- CU Triaxial with pwp - CD Triaxial with pwp & volume - UU Triaxial with pwp Triaxial Cell Permeability - Constant Head |
Density
-sand replacement & core cutter California Bearing Ratio Plate Loading Dynamic Cone Penetration Pavement & Concrete Coring |
1-D
Consolidation
- swell pressure - swelling test Dispersibility - Pinhole Test Rock Petrographic Analysis |
Schedule
of Tests and Rates
Test methods within [ ]
refer to standards other than BS1377:1990
| Test | BS1377:1990 | Rate (RM) | Unit | |
| 1 | Moisture Content | Part 2, Method 3.2 | 2.00 | No |
| 2 | Atterberg Limits | Part 2, Method 4 & 5 | 12.00 | No |
| 3 | Linear Shrinkage | Part 2, Method 6.5 | 7.00 | No |
| 4 | Bulk Density | Part 2, Method 7.2 | 10.00 | No |
| 5 | Particle Density | Part 2, Method 8 | 10.00 | No |
| 6 | Particle Size Distribution- coarse grained | Part 2, Method 9.2 & 9.3 | 12.00 | No |
| 7 | Particle Size Distribution- fine grained (hydrometer) | Part 2, Method 9.5 | 20.00 | No |
| 7.1 | Double Hydrometer test - dispersion | Part 2, Method 9.5.6.2 | 50.00 | No |
| 8 | Unconfined compression Test (UCT) | Part 7, Method 7.2 | ||
| 8.1 | 38mm diameter, 1 specimen | 12.50 | No | |
| 8.2 | 50mm diameter, 1 specimen | 20.00 | No | |
| 8.3 | 70mm diameter, 1 specimen | 30.00 | No | |
| 9 | UU Triaxial compression test without pwp | Part 7, Method 8 | ||
| 9.1 | 38mm diameter | 60.00 | Series | |
| 9.2 | 50mm diameter | 100.00 | Series | |
| 9.3 | 70mm diameter | 140.00 | Series | |
| 10 | UU Triaxial compression test with pwp | [ KH Head, Vol.3 - 19.3 ] | ||
| 10.1 | 38mm diameter | ** | Series | |
| 10.2 | 50mm diameter | ** | Series | |
| 10.3 | 70mm diameter | ** | Series | |
| 11 | CU Triaxial compression test with pwp | Part 8, Method 7 | ||
| 11.1 | 38mm diameter | ** | Series | |
| 11.2 | 50mm diameter | ** | Series | |
| 11.3 | 70mm diameter | ** | Series | |
| 12 | CD Triaxial compression test with pwp | Part 8, Method 8 | ||
| 12.1 | 38mm diameter | ** | Series | |
| 12.2 | 50mm diameter | ** | Series | |
| 12.3 | 70mm diameter | ** | Series | |
| 13 | One dimensional consolidation test | |||
| 13.1 | e vs log pressure, Mv & Cv, t90 graphs | Part 5, Method 3 | 120.00 | No |
| 13.2 | e vs log pressure, Mv & Cv, t50 & t90 and c-alpha | Part 5, Method 3 | 160.00 | No |
| 13.3 | swelling pressure and/or swell | Part 5, Method 4 | 240.00 | No |
| 14 | Laboratory Permeability Test | |||
| 14.1 | Constant Head Permeameter (k>E-05 m/s) | Part 5, Method 5 | ** | No |
| 14.2 | Triaxial cell (k in E-05 to E-09 m/s) | Part 6, Method 6 | ** | No |
| 14.3 | Falling Head Permeameter (k<E-04 m/s) | [ KH Head, Vol.2 - 10.7.2 ] | ** | No |
| 15 | Chemical Tests on soil / water | |||
| 15.1 | pH value * | Part 3, Method 9 | 10.00 | No |
| 15.2 | Total / soluble sulphate * | Part 3, Method 5 | 30.00 | No |
| 15.3 | Chloride content * | Part 3, Method 7 | 30.00 | No |
| 15.4 | Organic matter * | Part 3, Method 3 | 30.00 | No |
| 15.5 | Loss on ignition * | Part 3, Method 4 | 50.00 | No |
| 15.6 | Total dissolved solids * | Part 3, Method 8 | 30.00 | No |
| * Out-sourced, ** Call or e-mail for Quote | ||||
| 16 | Rock testing | |||
| 16.1 | Unconfined compressive strength | [ ASTM D2938-79 ] | 80.00 | No |
| 16.2 | Ditto - Young's Modulus & Poisson Ratio * | [ ASTM D3148-80 ] | 300.00 | No |
| 16.3 | Point Load Strength | [ Broch, E & Franklin, JA ] | 80.00 | No |
| 16.4 | Petrographic Analysis * | [ IAEG 1981 & Brown ET ] |
250.00 |
|
| 17 | Dispersibility - Pinhole Test | Part 5, Method 6.2 | 240.00 | No |
| 18 | Pocket Shearmeter (Torvane) test | [ KH Head, Vol.1 - 7.5.6 ] | 10.00 | No |
| 19 | Pocket Penetrometer | [ KH Head, Vol.1 - 7.5.6 ] | 10.00 | No |
| 20 | Compaction-related tests - 2.5 kg rammer | |||
| 20.1 | 1 specimen standard proctor | Part 4, Method 3.3~3.4 | 35.00 | No |
| 20.2 | 5 specimens standard proctor (DD vs MC) | Part 4, Method 3.3~3.4 | 200.00 | Series |
| 20.3 | 1 specimen CBR - unsoaked | Part 4, Method 7.1~7.2 | 47.50 | No |
| 20.4 | 1 specimen CBR - soaked | Part 4, Method 7.3 | 52.50 | No |
| 20.5 | 1 specimen CBR - top unsoaked & bottom soaked | 55.00 | No | |
| 20.6 | 5 specimens CBR - unsoaked | Part 4, Method 7.1~7.2 | 250.00 | Series |
| 20.7 | 5 specimens CBR - soaked | Part 4, Method 7.3 | 275.00 | Series |
| 20.8 | 5 specimens CBR - top unsoaked & bottom soaked | 287.50 | Series | |
| 21 | Compaction-related tests - 4.5 kg rammer | |||
| 21.1 | 1 specimen standard proctor | Part 4, Method 3.5~3.6 | 40.00 | No |
| 21.2 | 5 specimens standard proctor (DD vs MC) | Part 4, Method 3.5~3.6 | 225.00 | Series |
| 21.3 | 1 specimen CBR - unsoaked | Part 4, Method 7.1~7.2 | 52.50 | No |
| 21.4 | 1 specimen CBR - soaked | Part 4, Method 7.3 | 57.50 | No |
| 21.5 | 1 specimen CBR - top unsoaked & bottom soaked | 60.00 | No | |
| 21.6 | 5 specimens CBR - unsoaked | Part 4, Method 7.1~7.2 | 275.00 | Series |
| 21.7 | 5 specimens CBR - soaked | Part 4, Method 7.3 | 300.00 | Series |
| 21.8 | 5 specimens CBR - top unsoaked & bottom soaked | 312.50 | Series | |
| 22 | Coring / Strength Test - Concrete & Asphalt | |||
| 22.1 | Dia.100mm concrete coring & testing | [ BS1881:1983, Part 120 ] | ** | No |
| 22.2 | Dia.150mm pavement coring | ** | No | |
| 22.3 | Concrete / Grout Cube Testing | [ BS1881:1983, Part 116 ] | ** | No |
| 23 | Insitu Test | |||
| 23.1 | Dia.100mm small sand pouring cone density | Part 9, Method 2.1 | ** | No |
| 23.2 | Dia.200mm large sand pouring cone density | Part 9 Method 2.2 | ** | No |
| 23.3 | Dia.100mm core cutter density | Part 9, Method 2.4 | ** | No |
| 23.4 | Speedy Moisture Content | [ BS812 ] | 10.00 | No |
| 23.5 | Insitu California Bearing Ratio (CBR) | Part 9, Method 4.3 | ** | No |
| 23.6 | Plate Loading Test (specification varies with requirement) | [ BS5930: 1981- 29.1 ] | ** | No |
| 23.7 | Dynamic Cone Penetration |
** |
|
|
| 24 | Direct Shear Strength | |||
| 24.1 | Small shear box apparatus - 60mm * | Part 7, Method 4 |
250.00 |
|
| 25 | Soil Classification for Engineering Purposes | |||
| 25.1 | British Soil Classification System | [ BS5930: 1981 - Table 8 ] | ** | No |
| 25.2 | AASHTO / ASTM System | ** | No | |
| * Out-sourced, ** Call or e-mail for Quote | ||||
| Rates Not inclusive of collection | ||||
© Soilpro Technical
Services Sdn Bhd - April 2000
Last updated on: 22
August 2000