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STCT-2 Dynamic Cone Penetrometer Testing Equipment/Cone Penetration Test/CPT
STCT-2 Dynamic Cone Penetrometer Testing Equipment/Cone Penetration Test/CPT
STCT-2 Dynamic Cone Penetrometer Testing Equipment/Cone Penetration Test/CPT
STCT-2 Dynamic Cone Penetrometer Testing Equipment/Cone Penetration Test/CPT
STCT-2 Dynamic Cone Penetrometer Testing Equipment/Cone Penetration Test/CPT
STCT-2 Dynamic Cone Penetrometer Testing Equipment/Cone Penetration Test/CPT
STCT-2 Dynamic Cone Penetrometer Testing Equipment/Cone Penetration Test/CPT
STCT-2 Dynamic Cone Penetrometer Testing Equipment/Cone Penetration Test/CPT

STCT-2 Dynamic Cone Penetrometer Testing Equipment/Cone Penetration Test/CPT

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Quick Details

Brand Name:
SHTG
Model Number:
STCT-2
Product name:
STCT-2 Dynamic Cone Penetrometer Testing Equipment
Model:
STCT-2
Usages:
the rapid in-situ measurement of the structural properties
The dropping weight:
8kg
a drop of:
575mm.
Application:
existing road pavements constructed with unfound materials
Brand:
SHTG
Certificate:
CE
Package:
Wooden case

Quick Details

Warranty:
1 year, 1 Year
Power:
Hydraulic
Place of Origin:
Shanghai, China
Brand Name:
SHTG
Model Number:
STCT-2
Product name:
STCT-2 Dynamic Cone Penetrometer Testing Equipment
Model:
STCT-2
Usages:
the rapid in-situ measurement of the structural properties
The dropping weight:
8kg
a drop of:
575mm.
Application:
existing road pavements constructed with unfound materials
Brand:
SHTG
Certificate:
CE
Package:
Wooden case

STCT-2 Dynamic Cone Penetrometer Testing Equipment/Cone Penetration Test/CPT

Specification:

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ASTM D 6951-03

This apparatus has been designed for the rapid in-situ measurement of the structural properties of existing road pavements  constructed with unfound materials.

Dynamic cone penetrometer (DCP) TRL = TRANSPORT RESEARCH LABORATORY, UK.

This portable hand operated equipment is designed to obtain a direct and rapid in-situ evaluation of the structural strength of road pavement layers constructed with unbound materials.

The DPC Penetrometer results can be compared and interpreted with CBR (California Bearing Ratio) as per sperimental Kleyn 1982 studies.

The test is performed with continuous penetrations at approx. 800 mm depth with max. depth of 2 m by using extension rods.

The equipment consists of:

1.Drop sliding hammer 8 kg weight, falling height of 575 mm

2.Impact anvil with driving rod


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