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Search results for 'D1587'

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Shelby Tubes

(5) options

Location: Shelby Tubes

Shelby Tubes from Test mark feature a chamfered end that forms a cutting edge, and includes holes for securing tubes to a drive head.

Cutting Edge

SA-2032

Location: CBR Accessories

Machined from seamless tubing with a sharpened edge to enable undisturbed samples to be taken in the field, cutting edge is plated for rust resistance. Recess in upper section allows edge to be mounted at either end of the mold to facilitate sample removal in the field.

Dynamic Cone Penetrometer with Auger

SA-1200

Location: Dynamic Cone Penetrometer

Test Mark's Dynamic Cone Penetrometer (DCP) uses a 15 lb. steel mass that falls 20 inches and can be used effectively in augered holes to depths of 15 to 20 feet.

Density Drive Sampler, 3" ( 76.2 mm)

SA-1355

Location: Density Drive Sampler

The density drive sampler from Test Mark determines in-place density of soil by driving a thin-walled tube into the soil mass to obtain a relatively undisturbed sample. 3" model.

Density Drive Sampler, 4" (101.6 mm)

SA-1360

Location: Density Drive Sampler

The density drive sampler from Test Mark determines in-place density of soil by driving a thin-walled tube into the soil mass to obtain a relatively undisturbed sample. 4" model.

Shelby Tube Permeameter

SA-1150

Location: Shelby Tube Permeameter

The Shelby Tube Permeameter from Test Mark allows you to perform permeability tests on undisturbed soil samples.

Dynamic Cone Penetrometer only

SA-1225

Location: Dynamic Cone Penetrometer

The Dynamic Cone Penetrometer (DCP) uses a 15 lb. steel mass that falls 20" and can be used effectively in augured holes to depths of 15 to 20 feet. The DCP features a heat treated cone and zinc plated components.

Drive Tubes, 3" x 2.75" (76.2 x 69.9 mm), 10/pkg

SA-1371

Location: Density Drive Sampler

For use with Drive Sampler, 3" (76.2mm) x 2.75" (69.9mm) length, (3" x 0.01 ft3). Accessory to the density drive sampler.

iD Indicator

iD-Indicator

Location: Digital Load Indicating Systems

Dual operating language option – display all test setup menu programs in either English or Spanish., Automatically calculates and displays peak stress at the end of a test. . Digital display in English Digital display in Spanish The iD indicator is the system of choice for testing programs where...

Compaction Hammers

(2) options

Location: Compaction Hammers

Soil Compaction Hammers from Test Mark are machined from steel and plated for rust resistance. Easy online ordering.

Tube Sampler, Bulk Cement

CA-3200

Location: Tube Samplers

THe Bulk Cement Tube Sampler from Test Mark is used for sampling hydraulic cement in bulk shipments.

Drive Tubes, 4" x 5.00" (101.6 x 127 mm), 10/pkg

SA-1372

Location: Density Drive Sampler

For use with Drive Sampler, 4" (101.6mm) x 5" (127mm) length, (4" x 0.033 ft3).

Galvanized Pans

(2) options

Location: Galvanized Pans

Galvanized material pans from Test Mark are used for performing concrete and aggregate test preparation.

Sample Ejector

SA-0113

Location: Sample Ejector

The Soil Sample Ejector from Test Mark is used for removing soil samples from molds up to 7 in. long and 2, 3 and 4 in. dia. Shelby Tubes.

Constant/Falling Head Permeameter Set

(5) options

Location: Constant/Falling Head Permeameter Set

Constant/Falling Head Permeameter Set for use with granular soils in determining the coefficient of permeability via the constant or falling-head method for laminar flow of water.

Pad Caps and Retainer Rings - Steel

(16) options

Location: Unbonded Capping (Retainers and Pad Caps)

Pad caps and retainer rings are available from Test Mark as part of a complete line of concrete testing equipment and supplies.

Manometer Tube, free standing

SA-1122

Location: Manometer Tubes

The economical free-standing Manometer Tube from Test Mark allows each tube to have its own valve to allow running two tests.

Constant Head Permeameter Cell

(5) options

Location: Constant Head Permeameter Cell

The Constant Head Permeameter Cell from Test Mark is used to determine the coefficient of permeability by the constant head method for laminar flow of water through granular soils.