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STCT-2 ASTM D6951 8kgs hammer Dynamic cone penetrometer

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Workstation

The tool workbench is made of aluminum profiles as raw materials, using a variety of aluminum profiles, cutting precision, It is easy to process, and the surface is not rusty. It can be combined with various materials and accessories to assemble into various Various styles of workbenches are beautiful and portable, easy to disassemble and assemble, flexible to adjust, and can be customized on demand.

It does not require maintenance and is widely used in various industrial production industries.


safety & guarding

Aluminum profile small shield Product classification: Industrial fence/protection case The whole is made of aluminum profile 4040 and frosted pc board. The overall appearance is beautiful and atmospheric, relatively stable, and the size can be customized according to requirements


Machine Enclosure Machine Frame

The automobile inspection fixture frame is assembled with aluminum profiles and accessories, and the product is designed according to customer requirements Appropriate frame structure, using heavy-duty profiles and supporting connectors, beautiful products , Atmosphere, high strength, please consult APS online customer service for details


Method of Test for THE DETERMINATION OF IN-PLACE STIFFNESS BY

1. ASTM D6951!03. Standard Test Method for Use of Dynamic Cone Penetrometer in Shallow Pavement Applications 2. DOTD TR 602M/602!96. Measuring Thicknesses and Widths of Base and Subbase Courses and Aggregate Type Surface Courses II. Apparatus A. The Schematic for the DCP is shown in Figure 1 (Source: ASTM D6951!03). The

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

ASTM D6951 - 03 Standard Test Method for Use of the Dynamic

D6951 , 03 Standard Test Method for Use of the Dynamic Cone Penetrometer in Shallow Pavement Applications , ADCP, aggregate base testing, California bearing ratio, CBR, DCP, disposable cones, dual,mass hammer, dynamic cone penetrometer, in situ testing, paving material testing, shear strength, subgrade testing,

Dynamic Cone Penetrometer - Military Kit K100 M: Industrial

Included in the kit is a Dual Mass Hammer, 37`75" Drive Rod, 40" Vertical Scale with Foot and Upper Attachment, 4 Pkgs of 25 Disposable Cones, 1 Cone Adapter, I Reusable Hardened Point, Crushproof Carrying Case with wheels, and a User's Manual with CD` Meets ASTM D6951, US Army Corp of Engineers (USACE) Patented Design`

U S - KSE

DYNAMIC CONE PENETROMETERS U S E R ’ S M A N UA L eserved by oducts, Inc· A 20175 SALES: (703) 569:2583 or (800) 569:7303·kesslerdcp·com Meets ASTM D6951 TENT NO· 5,313,825 K:100 Models WITH QUICK CONNECT PIN KSE DCP

DCP - Dynamic Cone Penetrometer | Controls

Dynamic cone penetrometer 16,T0012/D includes: 8 kg dropping weight with 575 mm drop · 2 penetration tips 60° cone, 20 mm dia_ drive rod 1 meter long

ASTM

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`

Standard Test Method for Use of the Dynamic Cone Penetrometer

DOI: 10!1520/D6951`D6951M:18! Citation Format! ASTM D6951 / D6951M:18, Standard Test Method for Use of the Dynamic Cone Penetrometer in Shallow Pavement Applications, ASTM International, West Conshohocken, PA, 2018, www!astm!org! Back to Top

ASTM D6951 - Dynamic Cone Penetrometer

Hammer Factor (lbs,) DCP Index (in,)/blow CBR (%) Moisture (%) DCP Test Results ASTM D6951 · Dynamic Cone Penetrometer (DCP) Hammer Weight (lbs,): 17,6 lbs (Dual Weight) Material Classification Option: All soils except for CL soils CBR<10 and CH soils 18 1 10,7 0,30 0,300 1 0,300 30 N/A 19 1 10,9 0,20 0,200 1 0,200 47 N/A 20 1 11,2 0,30 0,300 1 ,,,