ENKAY ENTERPRISES

Rajendra Place, Delhi

This is for the determination of lateral extension of 150 mm dia x 300 mm high cement concrete cylinders while testing them in compression.The extensometer consists of two movable frames pivoted at one end. A dial gauge measures the lateral extension, and a removable spacer strip is for the initial setting of the dial gauge. Mounting extensometer on the specimen is with help of screws. Supplied complete, with a dial gauge 0.002 mm x 10 mm in a wooden case.

Product Code:EKE 165

Standrad:ASTM D 1558

Comprises hydraulic proctor needle system complete with a pressuregauge fixed at easily readable angle reading 0-70 kg x 2 kg. A set ofneedle points is supplied as a part of standard supply.

This is identical to EKE 164, except that the penetration pressure onthe needle is conveyed through a hydraulic system to a hydraulicpressure gauge. This system permits a greater control over rate ofpenetration because of better visibility of load indication on the gauge.

Product Code:EKE 166

Standrad:ASTM D 1558 D 2573

This instrument is used to estimate approximate unconfinedcompressive strength and the estimation to shear strength of soilCohesive soils can also be classified in terms of consistency usingthis Penetrometer. This is a handy and convenient instrument.

It consists of a light weight barrel assembly with a polished andground steel loading piston plunger. A direct reading scale is engravedon the piston barrel and indicates load in kg. / sq. cm. A maximum loadindicator ring is provided on the penetration

Product Code:EKE 164

Standrad:ASTM D 1558

EKE 16401 Needle Point Set, comprising one each of0.25, 0.5, 1, 1.5, 2, 3.5cross sectional area and 6cm, and a Tommy Pin Complete as above in acarrying case.

The instrument consists of a needle attached to a spring loadedplunger, the stem of which is calibrated to read 0 to 40 kg division.Long stem is graduated at every 12.5mm to read depth of penetrationand for use with needles of larger areas . The small penetration stem isalso graduation in 12.5mm

Product Code:EKE 338
Standrad:IS:8142

It consists of a cylindrical spring housing with a plunger attached tothe top of the spring. Penetration needle is attached to the other end ofthe spring housing. The plunger is graduated in 1 kg divisions, to amaximum capacity of 60 kg, which can be read with respect to the topend of the spring housing. A set of six needle points with areas of 645, 323, 161, 65, 32 and 16 mm are provided.

Product Code:EKE 340

EKE 340

Capacity 0.005 m (5 litres), suitable foraggregate size upto 38 mm .

EKE 341

Capacity 0.01 m(10 litres), suitable foraggregate size upto 75 mm

EKE 342

Capacity 0.1 m (100 litres), suitable foraggregate size upto 150 mm. Supplied with FootPump in place of Pressure Bulb as supplied withother models.

Product Code:EKE 343

It consists of an alluminum vessel with built in handoperatedpressure pump, connected to the measuring gauge showingdirectly the air content in percentage

Air content range:010% div. 0.1% up to 8% and0.5% over 8%Dimensions: Dia. 250x450 mm

Product Code:EKE 373

This is for the determination of lateral extension of 150 mm dia x 300mm high cement concrete cylinders while testing themin compression.The extensometer consists of two movable frames pivoted at one end.A dial gauge measures the lateral extension, and a removable spacerstrip is for the initial setting of the dial gauge. Mounting extensometeron the specimen is with help of screws.Supplied complete, with a dial gauge 0.002 mm x 10 mm ina wooden case.

• Measuring concrete cover depth
• Determination of bar diameter
• Compact, user-friendly indicating device with backlight
• ProVista PC software for fast data transfer and editing
• Can be operated in metric and imperial units
• Location and orientation of reinforcing bars

TECHNICAL INFORMATION

Indicating device Model S

MEMORY : Non-volatile memory for 40'000measured values and 60objects respectivelyDISPLAY : LCD with backlight optionINTERFACE : RS 232 or with Adapter for USB Porton PCSOFTWARE : ProVista for downloading data andevaluation on PCBATTERIES : 6 x 1.5V for 45h operation; 30h withbacklight onTEMPERATURE RANGE : -10 to +60 C

TECHNICAL INFORMATION

POWER SUPPLY
Power source 2 x 1.5 V AA (LR6) batteries
Voltage range 3.6 V to 1.8 V
CURRENT CONSUMPTION
Power on, backlight off 50 mA
Power on, backlight on 200 mA
Sleep mode 10 mA
Power off < 1 A
BATTERY LIFETIME
Backlight off > 50 h
Backlight on > 15 h
TIME OUTS
Sleep mode 30 s
Auto shut down 120 s
ENVIRONMENTAL CONDITIONS
Temperature range -10 to 60 C (14 to 140 F)
Humidity range 0 to 100% rH
Protection class IP54
STANDARDS AND REGULATIONS APPLIED
Bs1881 part 204; DIN1045; SN 505 262; DGZfP B2

Product Code:EKE 566-1

• Light weight aluminium construction
• Ease of Transportation
• Unique Telescopic Design, simplifying field set up.
• Compact, thereby reducing the amount of storage space needed

Benkelman Beam utilises the technique of using balanced beam inconjunction with a suitable vehicle to measure road flexure.The improved Benkelman Beam is a convenient, accurate device formeasuring the deflection of flexible pavements under moving wheelloads. Operating on a simple lever arm principle, the unit consists of aReference Beam, Body, two part Probe Beam and Rear Zero adjust.Supplied with carrying case.

EKE 566-1D

EKE 072Dial Gauge, 25 mm travel and 0.01 mm least countfor EKE 566-1
EKE 072DDigital Dial Gauge, 25 mm travel and 0.001 mm least countfor EKE 566-1D

Measuring concrete cover depth, Compact, user-friendly indicating device with backlight, ProVista PC software for fast data transfer and editing, Can be operated in metric and imperial units, Location and orientation of reinforcing bars.MEMORY : Non-volatile memory for 40'000 measured values and 60 objects respectively, INTERFACE : RS 232 or with Adapter for USB Port on PC.

This Apparatus is used for determination of the dry density of compact, fine, medium grained soils and for layers not exceeding 50 cm thickness. A circular hole is dug into the ground, all the soil from within it collected, weighed and dried, and the hole back-filled with a standard uniform sand or fine gravel, poured from a calibrated container for calculating the volume of hole.