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HUMBOLDT H-4220F Single Mass Dynamic Penetrometer
Get it by Friday, Dec 27
Payment Options Available
Delivery Options Available
Product Specifications:
Item | Single Mass Dynamic Penetrometer |
Complies With | ASTM D6951 |
Range | 10 to 100% California Bearing Ratio (CBR) and 762 to 7072 Pounds per Sq ft. |
Shipping Info:
Ship weight (kg) | 24.3 |
Ship height (cm) | 43.18 |
Ship length (cm) | 114.3 |
Ship width (cm) | 17.78 |
HS code | 9027905495 |
Country of Origin | US |
Product Details:
Humboldt H-4220F (5DPL1) foundation, single-mass dynamic cone penetrometer (DCP) is ideal for estimating the shear strength of weak soil having a CBR (California bearing ratio) less than 20 and psf (pounds per square feet) less than 4000. This single-mass dynamic penetrometer can also measure the localised strength, CBR & thickness of the undisturbed soil and other compacted materials. It is suitable for horizontal construction applications like shallow footings, foundations & pavement shoulders.
Features:
- Humboldt H-4220F (5DPL1) single-mass dynamic penetrometer is ideal for assessing properties of material.
- It comes with a drive rod (marked in 2 inch increments), quick connect pins, wrenches, a reusable hardened point and a single mass hammer
- The drive rod and hammer are connected with a quick-connect pin.
- The hammer drop is 22.6 inches and the hardened point has a 60-degree angle.
Compatible Accessories:
- Humboldt H-4219QC.12 Dual-Mass DCP Drive Rod: These drive rods are used to replace the old, worn-out or damaged drive rods in this penetrometer.
- Humboldt H-4219.8 Dual-Mass DCP Extension Rod: These extension rods increase the depth up to which this penetrometer can test the soil.
Standards and Approvals:
- ISO 9001:2015
- ASTM D6951
Frequently Asked Questions:
Q. What type of soils are measured by single mass dynamic penetrometers?
A. Single Mass DCPs estimate the shear strength of fine / grained soils, weak stabilized / modified materials and granular construction materials. They should not be used in materials containing aggregates greater than 2 inches (50 mm).
Q. What to do if soil aggregates are greater than 2 inches?
A. Aggregates having sizes greater than 2 inches stop penetration or cause a deflection of the drive rod. If the unit has not penetrated more than 0.08 inches (2 mm) even after 3 blows or the handle has got deflected from the vertical position by more than 3 inches (75 mm), users should move to a new test location with a distance greater than 12 inches (300 mm) from the prior location. It prevents any damage to the units and minimises any test error.
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