Use: | Split spoons provide samples from cohesive soils. Solid barrels are more appropriate in sand, silts, and clays. |
Description:
Split spoons are tubes constructed of high strength alloy steel with a tongue and groove arrangement running the length of the tube, allowing it to be split in half. The two halves are held together by a threaded drive head assembly at the top, and a hardened shoe at the bottom, with a beveled cutting tip. The sampler is driven by a 140-pound weight dropped through a 30-inch interval. When the split spoon is brought to the surface, it is disassembled and the core removed. Barrel samplers are similar to split spoons except they can not be taken apart. A core extruder might be required to remove the core from the barrel.
A series of consecutive cores may be extracted with a split-spoon sampler to give a complete soil column profile, or an auger may be used to drill down to the desired depth for sampling. The split spoon is then driven to its sampling depth through the bottom of the augured hole and the core extracted. The following procedure for split-spoon sampling describes the collection and extraction of undisturbed soil cores 18 or 24 inches in length:
Analytes:
1. Non-Halogenated VOCs | 5. PAHs | 9. Inorganics |
2. Non-Halogenated SVOCs | 6. Pesticides/Herbicides | 10. Explosives |
3. Halogenated VOCs | 7. Metals | 11. TPHs |
4. Halogenated SVOCs | 8. Radionuclides |
Media:
Soil: | Ground Water: | Surface Water: | Gas/Air: |
MINIMUM | Not Applicable | Not Applicable | Not Applicable |
Some models have a liner that allows removal of the sample with minimum contact to air. A basket or spring retainer can be placed inside the tube near the tip to reduce loss of sample material. Disturbance of core samples prevents use for laboratory measurements of formation properties. The collection of soil samples using a split spoon is usually ineffective in sediments containing large cobbles and/or boulders. Measurement of soil compaction is not always consistent usually due to outside influences. Sample retention is often less than 100%, primarily for fine, dry soils.
Maximum Depth: | Up to 25 feet. Can be used up to 25 feet beyond an existing access hole to achieve greater depth below the soil surface. |
Production Rate: | Sample is available quickly. |
Investigation Derived Waste Volume: | Small volume of waste. |
Technology Status: | Commercially available and routinely used field technology. |
Certification/Verification: | Technology has not participated in CalEPA certification and/or CSCT verification program. |
Relative Cost per Sample: | Least expensive. |
Limitations:
ASTM Standards:
D 1586 - 84 | Test Methods for Penetration Test and Split-Barrel Sampling of Soils. |
D 3550 - 84 | Practice for Ring-Lined Barrel Sampling of Soils. |
D 4700 - 91 | Soil Sampling from the Vadose Zone. |
D 6169 | Guide for Selection of Soil and Rock Sampling Devices with Drill Rigs for Environmental Investigations. |
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