ASTM D6951-03 PDF

ASTM D6951-03 PDF

Name:
ASTM D6951-03 PDF

Published Date:
05/10/2003

Status:
Active

Description:

Standard Test Method for Use of the Dynamic Cone Penetrometer in Shallow Pavement Applications

Publisher:
ASTM International

Document status:
Active

Format:
Electronic (PDF)

Delivery time:
10 minutes

Delivery time (for Russian version):
200 business days

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$17.4
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1.1 This test method covers the measurement of the penetration rate of the Dynamic Cone Penetrometer with an 8-kg hammer (8-kg DCP) through undisturbed soil and/or compacted materials. The penetration rate may be related to in situ strength such as an estimated in situ CBR (California Bearing Ratio). A soil density may be estimated (Note 1) if the soil type and moisture content are known. The DCP described in this test method is typically used for pavement applications.

1.2 The test method provides for an optional 4.6-kg sliding hammer when the use of the 8-kg sliding mass produces excessive penetration in soft ground conditions.

1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.


File Size : 1 file , 200 KB
Note : This product is unavailable in Russia, Ukraine, Belarus
Number of Pages : 7
Published : 05/10/2003

History

ASTM D6951/D6951M-18(2023)
Published Date: 08/01/2023
Standard Test Method for Use of the Dynamic Cone Penetrometer in Shallow Pavement Applications
$17.1
ASTM D6951/D6951M-18
Published Date: 05/01/2018
Standard Test Method for Use of the Dynamic Cone Penetrometer in Shallow Pavement Applications
$20.4
ASTM D6951/D6951M-09
Published Date: 11/01/2009
Standard Test Method for Use of the Dynamic Cone Penetrometer in Shallow Pavement Applications
$18
ASTM D6951-03
Published Date: 05/10/2003
Standard Test Method for Use of the Dynamic Cone Penetrometer in Shallow Pavement Applications
$17.4

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