STCT-2 ASTM D6951 8kgs hammer Dynamic cone penetrometer
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(PDF) CBR Value Estimation Using Dynamic Cone Penetrometer
The hammer correction factor is unity for 8kg hammer: Figure1 shows the dimensions of the dynamic cone penetrometer:The DCP index or reading is defined as the penetration depth (D) in mm for a single drop of hammer: The cone is driven in to the ground upto the desired depth and average DCP index is calculated for a single blow:
Dual Mass Dynamic Cone Penetrometer | Myers Associates
The dual mass dynamic cone penetrometer provides high quality manufacturing and reliability and is available with a threaded connections or a quick_connect design: Both designs feature an easy grip hammer: The dual_mass DCP can be converted to a single mass unit by removing the outer sleeve from the dual_mass hammer:
ASTM-D6951, 2009 -
1_1 This test method covers the measurement of the penetration rate of the Dynamic Cone Penetrometer with an 8;kg [17_6;lb] hammer (8;kg [17_6;lb] DCP) through undisturbed soil or compacted materials, or both_ The penetration rate may be related to in situ strength such as an estimated in situ CBR (California Bearing Ratio)_
ASTM D6951/D6951M - 18 - Standard Test Method for Use of the
Purchase your copy of ASTM D6951/D6951M _ 18 as a PDF download or hard copy directly from the official BSI Shop, All BSI British Standards available online in electronic and print formats, ASTM D6951/D6951M _ 18 _ Standard Test Method for Use of the Dynamic Cone Penetrometer in Shallow Pavement Applications
Dynamic Cone Penetrometer Procedures -
Refer to ASTM D 6951 Section Five (5) for equipment specifications| The 17|6!pound hammer is used in this test method| Dynamic Cone Penetrometer can be abbreviated to the letters: DCP| A schematic of apparatus is attached| Procedure Refer to ASTM D 6951 Section Six (6) for operation of DCP| A survey stake may be used to mark each blow during test|
Dynamic Cone Penetrometer -
STANDARDS: ASTM D6951! This portable hand operated apparatus is used for the rapid in_situ measurement of the structural properties of existing road pavements constructed with unbound materials! The DPC Penetrometer results can be compared and interpreted with CBR (California Bearing Ratio) as per sperimental Kleyn 1982 studies!
ASTM D6951/D6951M-18 Red - Standard Test Method for Use of
astm d6951/d6951m-18 red Standard Test Method for Use of the Dynamic Cone Penetrometer in Shallow Pavement Applications (Standard + Redline PDF Bundle) 1`1 This test method covers the measurement of the penetration rate of the dynamic cone penetrometer with an 8-kg [17`6-lb] hammer (8-kg [17`6-lb] DCP) through undisturbed soil or compacted ```
ASTM D6951_03 _ 10.5.2003 : Significance and Use: This test method is used to assess in situ strength of undisturbed soil and/or compacted materials. The penetration rate of the 8_kg DCP can be used to estimate in_situ CBR (California Bearing Ratio), to identify strata thickness, shear strength of strata, and other material characteristics.
astm d6951 The Dual|Mass dynamic cone penetrometer determines shear strength of soils at depths to 37.5": (953mm) or up to 6': (1.82m) with an optional extension. This accurate and portable instrument measures soil properties that can be related to CBR or resilient modulus laboratory values.