Field Inspection Testing Kit

Product code

Standarts

ASTM D2573

The UTS-0080 Field Inspection Testing Kit is ideal for geotechnicians, geologists and agronomists. It consists of the UTS-0084 Pocket Penetrometer and of the UTS-0082 Field Inspection Pocket Vane Tester. The instrument is contained in a practical carrying case.

Pocket Shear Vane Device

Product code

Information

The UTS-0088 Pocket Shear Vane Device is a practical equipment for determining the shear strength of cohesive soils. It is widely used to perform onsite measurements of excavations covering trenches and test pits, thin-wall or split core samples, by providing a quick and efficient method for shear strength measurements and it is also suitable for laboratory usage. Pocket Shear Vane Device is supplied in a plastic carrying case.

Pocket Dial Penetrometer

Product code

Information

The UTS Series of Pocket Dial Penetrometers are ideal instruments to determine the penetration resistance of cohesive soil, especially when various range measurements are required.

UTS-0075 Pocket Dial Penetrometer with respect to range and plunger diameters is avaliable for specific applications.

All Dial Penetrometer models have 60 mm. Dial Diameter and designed with Peak Hold Feature.

UTS-0075 Pocket Dial Penetrometer is used for evaluating the angle of internal friction “j” of sandy soils and the cohesion “c” 2 in clay soils. Dual scale: 0-6 kgf/cm for 6.35 mm diameter 2 plunger and 0-11 kgf/cm.

The UTS-0078 Pocket Penetrometer is a portable and easy-touse equipment to perform field classification of cohesive soils in terms of consistency, shear strength and approximate unconfined compressive strength.

Laboratory Mixer

Product code

Information

The UTG-0130 10 litre capacity Laboratory Mixer is designed for mixing of soil and asphalt samples to be used for mechanical tests such as compaction, indirect tensile, Marshall etc. The mixing head rotates at speeds of 10 to 240 r.p.m. and the whisk from 20 to 480 r.p.m. The user can adjust rotation speed between given values easily by using a control knob fitted to the front panel.

The bituminous mixture must be prepared at the prescribed temperature according to the EN standard. For this reason the mixer can be equipped with thermostatically controlled heater.

The Heating Mantle (Isomantle heater) has a digital thermostatic controller and used for heating the bituminous mixtures in the UTG-0130 up to 150^°C. The Isomantle heater is supplied complete with PT100 temperature sensor.

Heating Mantle should be ordered separately.

   The Laboratory Mixer is supplied complete with;

• Bowl, 10 lt Capacity Stainless Steel
• Mixing Whisk

UTG-0131                                  UTG-0132

Soil Lathe / Trimmer and Extruder

Product code

Information

The UTS-0160 Soil Lathe, Trimmer and Extruder is used to extrude and trim soil samples from 35 mm to 100 mm diameter to reduce samples.

Wire Saw, Trimming Knife, Porcelain Mortar with Pestle, the Rubber Headed Pestle can be ordered separately.

Technical Specifications

Liquid Limit / Semi-Automatic Cone Penetrometer

Product code

Information

Standards

BS 1377:2; NF P94-052-1; EN ISO 17892-6, 17892-12

The Cone Penetrometer is used to determine the moisture content at which clay soils pass from a plastic to a liquid state and used also for the determination of undrained shear strength.

UTS-0180 Semi-Automatic Cone Penetrometer for liquid limit consists of a frame with a levelling screws and screw gear assembly with handwheel for vertical adjustment, a digital penetration measurement gauge with 0.01 mm resolution /readibility, a digital timer, a magnifying lens and a low voltage illuminator mounted on flexible arms.

Penetration time 0-99 sec. can be set up by user with the digital timer. The timer will allow the cone to free fall into the sample for the engaged time interval and then lock the cone from advancing while providing a direct reading of the test results.

Each cone supplied complete with its shaft. Penetration cone/s, cone test gauges and sample cups should be ordered seperately.

Liquid Limit Casagrande Device

Product code

Information

Standards

ASTM D4318; BS 1377:2; AASHTO T89; ISO 17892-12:2018/Damd; EN, ISO 17892-12: 2018 / prA1

The UTEST Manual and Motorized Liquid Limit Apparatus (Casagrande) are used to determine the moisture content at which clay soils pass from plastic to liquid state.

The devices consist of an adjustable crank and cam mechanism, a blow counter and a removable brass cup fitted on the base. Different models with the same shape but with different base and cup weights are available according to the required specifications. Manual and Motorized versions are available.

The grooving tools which differ according to the preferred test standard should be ordered separately.

Linear Shrinkage Mould

Product code

Information

BS 1377:2

The UTS-0235 Linear Shrinkage Mould is 140 mm long and 12.5 mm radius and is used for the determination of the total linear shrinkage of soils, and indicates the plastic properties of soils with low clay content.

Indicator Papers pH Range

Product code

Information

BS 812:117, 1377:3

The UTGE-4300 pH Indicator Papers are used for quick determination of pH in the 1 to 14 pH range.

UTGE-4320 and UTGE-4322 Quantab Chloride Titrators are used for quick determination of water soluble chloride salts present in soils and aggregates.

It is based on the Volhard Method. UTGE-4320 covers 0.005% to 0.1% NaCl and UTGE-4322 covers 0.05% to 1% NaCl.

Consolidation

Product code

Information

BS 1377:5; ASTM D2435, D3877, D4546; AASHTO T216; CEN ISO/TS 17892-5

The UTS-0300 Front Loading Oedometer is rigidly constructed to ensure minimum frame distortion. The frame is designed to load the specimen through a lever arm assembly and one of three alternative beam ratios as 9:1, 10:1 and 11:1. The beam is fitted with a counter balance weight and beam support jack. The cell platform will accept the complete range UTEST consolidation cells and is fitted with a central spigot to ensure accurate centering of the cell under the loading.

The UTEST fixed ring consolidation cells are manufactured from corrosion-resistant materials and conform to the requirements of the relevant standards. An integral water reservoir is incorporated in the cell which allows the specimen to be inundated when required. All cells are supplied complete with upper and lower porous disc, pressure pad and cutting (specimen) ring.

The One-dimensional consolidation test is used to determine the consolidation characteristics of soils of low permeability.

Tests are carried out on specimens prepared from undisturbed samples. Data obtained from these tests together with classification data and a knowledge of the soils loading history, enables estimates to be made of the behavior of foundations under load. Consolidation cell, dial gauge or displacement  transducer and data logger, bench, weights, apparatuses for prepare consolidation samples and calibration disc should be ordered separately.

UTS-0300, UTS-0302, UTS-0307 and UTGM-0120          UTS-0300, UTS-0302, UTS-0307 and UTGM-0148

Data Acquisition & PC Software

4 or 8 channel interface units for data acquistion  (UTCU-0320 or UTCU-0325) are used for recording  displacement data over time.

• High resolution : 260.000 points.
• Serial port for PC and printer connection.
• CPU card by microprocessor 32 bit ARM risk architecture.
• 4 or 8 analogical channels for displacement transducers.

Utest Consolidation Software (USOFT-0300)  is developed according to ASTM D2435, D3877, D4546, BS 1377:5 and AASHTO T216 standards to be used with UTCU-0320 and UTCU-0325. Displacement transducers are connected to interface unit  and interface unit  is connected to PC by RS232 serial output. The software is capable monitoring the change of displacement data over time.

User can initiate and end data recording process by using the software. The user can determine and assign different time intervals (or select fixed time intervals) and stresses for the calculation of the consolidation test data.

The consolidation software has different data recording columns each assigned to the consolidation cells and they can be set to different normal load (stress) values. The user can also manually enter the vertical displacement data to these columns for correction. The graphs of time-displacement pairs are drawn in both square-root time and logarithmic time scales. In addition to these visualizations, the software can calculate required parameters such as √t90, √t50, √t100, mv, Cv , etc. according to the related standards indicated above. Recorded data, graphs, calculations and all other generic data can be exported to Microsoft Excel for further evaluation.

• Customizable User Interface
• Graphical outputs and reports can be saved as MS Excel worksheet
• Flexibility in edit report and graph templates

 UTCU-0320

Automatic Direct / Residual Shear Test Machine

Product code

Information

Standards

ASTM D3080; BS 1377:7; AASHTO T236, TS 1900-2, CEN-ISO-TS 17892-10

The test covers the determination of consolidated drained shear strength of a soil material by direct shear. UTS-2060.SMPR Automatic Direct – Residual Shear Test Machine is motorized and floor mounted. Normal stress is applied to the specimen by utilizing a weight hanger, a lever arm (amplification ratios of 9:1, 10:1 and 11:1), and a vertical loading yoke. Hanger can receive up to 50 kg of weight which is amplified by the lever arm and transferred to the specimen by the vertical loading yoke as a normal force up to 5 kN (5000 N).

The machine is supplied with a shearbox bowl that accepts 60 mm square, 100 mm square, 60 mm dia. round, 100 mm dia. round and 2.5 inc. dia. round shearboxes. Shearbox bowl is designed to contain water to inundate the specimen during the test. The shearbox assemblies consist of rigid upper and lower shearbox frames with lifting and locking screws, a grooved loading pad, a grooved base plate, porous plates (2 pcs.), and perforated plates (2 pcs.).

Drive unit utilizes a high resolution servomotor and a gear box assembly to ensure continuously variable transmission of speed in a range from 0.00001 mm-min. to 15 mm-min for both forward and reverse directions. 5 kN load cell is used for load measurement. 10 x 0.001 mm and 25 x 0.001 mm sensitivity linear potentiometric transducers are used for vertical and horizontal displacement measurements respectively. Displacement limits are controlled by limit switch.

Shearbox Assemblies, Slotted Weight Sets or Individual Weights and other optional accessories including cutting ring and extrusion dolly should be ordered separately.

* 2 pcs. supplied with the shear box assemblies

U-Touch PRO Control Unit for Direct/Residual Shear Test

The U-Touch PRO Control Unit for Direct/Residual Shear Test is designed to control the machine to perform direct – residual shear test acc. to EN,ASTM/AASHTO and BS standards to process.

The Unit can perform direct – residual shear tests as a stand-alone without the use of a PC or with the USOFT-2060 software and a PC. Control of machine, acquisition of load and displacement data in real time are provided by the unit

The U-Touch PRO has easy to use menu options. It displays all menu option listings simultaneously, allowing the operator to access the required option quickly to activate that option or enter a numeric value to set the test parameters and see all the data while the test running.

The U-Touch PRO graphic display allows real time Load etc. Displacement or Stress etc. Displacement graph. The advanced functions for data base management provide an easy navigation of all saved data. The test results certificate includes all descriptive information. Therefore test parameters can be set and details about the test carried out such as customer details, test type, specimen type, user info and other information required can be entered and printed out as well as test reports and graphs. Also, all minor revisions can be implemented upon request. The Software calculates both the maximum and resilient shear stress.

After three runs, the software calculates the cohesion value “c” and shear resistance angle”φ” by using the best straight line fit.

Main Features

• Can make the test with displacement control.
• Real time display of test graph.
• 4 analog channels for load cell and displacement sensor
• Calibration function for channels.
• Programmable digital gain adjustment for load-cell and potentiometric sensors, voltage and current transmitters.
• Closed-loop PID for steady pace rate.

Consolidation
• 25 pairs of time-vertical displacement values are written to memory.
• The vertical displacement value can be tared prior to recording.
• The analogical channel reading vertical displacement has 260000 points effective resolution.
• The memory can be exported to PC software.

Testing
• 3 different shearing test types can be selected.

• The machine run with the speed determined by user to the direction of shear and stop when the load decreases.

• The machine run with the speed determined by user to the direction of shear and stop when it reaches to the target horizontal displacement value which is also determined by the user at the beginnig of the test.

• The machine run with the speed to the direction of shear, after reaching to the target displacement, returns and finds the exact initial (HOME) position, waits for the dissipation of excess pore pressure and starts to the same procedure again. User can create testing scenarios by determining all the parameters of this multi-reversal shearing test such as test speed, return speed, displacement target, standby time, and cycle number.

• By using the control unit, consolidation before shearing tests are possible.

• The screen displays load, shear stress, horizontal and vertical displacements, and τ-Δx graph continuously.

PLEASE see the pages of “General Properties of U-Touch PRO Control Units” for details of the properties of software and hardware.

USOFT-2060  UTEST Software for Direct/Residual Shear Test

Utest Direct and Residual Shear Software is developed in accordance with ASTM D3080, BS 1377:7 and AASHTO T 236 standards to be used with UTS-2060.SMPR Machine.
Direct residual and shear software consist of two sections. First section is used for the consolidation of the sample prior to shear.

The second section of the software is capable of performing three different types of test. The first type moves the machine with the speed determined by user until a shear failure occurs. On the second type, the user can set a speed and a horizontal displacement and the test will continue until the machine reaches to the set value.
On the last type of test, the machine can be configured for cyclic (multireversal) operation. In cyclic mode device will advance to the determined distance with an assigned speed and turn back to the initial (home) position with a different assigned speed, wait for a time for the dissipation of excess pore pressure and start to the new cycle again.
All these test parameters such as forward-reverse speed, distance, cycle number, etc. can be defined by the user.
The software supports 5 different normal load values in order to calculate cohesion (C) and internal friction angle (Ø) values. Prior to the test normal load value must be entered to the software.
The normal stress is calculated according to normal load and sample size automatically.
The software supports both square and round type samples.
Stress values can be optionally and automatically calculated as “standard area” and the “corrected area” approach. When the test is completed peak and residual stress values are recorded.
The normal load versus peak stress pair is used for the calculation of cohesion and internal friction angle value. At least 3 loading with different normal loads are required for this property.
One can set test speed, axis values etc. through the setup of the software. The results can be submitted as a report or can be exported to Microsoft Excel for advanced reanalyze procedures.

See the pages of “General Properties of Utest USOFT  Softwares” for detailed properties of the software.

The Automatic Direct Residual Shear Test Machine is supplied complete with;

• Load Cell 5 kN
• Linear Potentiometric Displacement Transducer (10×0.001 mm)
• Linear Potentiometric Displacement Transducer (25×0.001 mm)
• Software

Triaxial UU-CU-CD Test Systems

Product code

Triaxial Test Systems

Information

ASTM D2850, D4767, D7181; AASHTO T-297; BS 1377-7, BS 1377-8

Determining the mechanical properties of soils is a very important step to design foundations, embankments and other soil structures. Building constructions, excavations, tunnelling and similar applications have several effects on the subsoil structures and these effects are successfully simulated with Triaxial Tests where the stress-strain relation of undisturbed soil specimen are investigated by subjecting the soil sample to different stress levels and drainage conditions.

The UTEST Triaxial Test System provides automated triaxial compression tests on cylindrical undisturbed and remolded soil samples. Unconsolidated undrained (UU), consolidated drained (CD) and consolidated undrained (CU) compression tests can be automatically run, controlled and reported using this apparatus.

Consolidated Undrained (CU) Test & Consolidated Drained (CD) Test

Peak effective strength parameters (c’ and φ’) can be determined either from the results of consolidated undrained (CU) triaxial compression tests with pore pressure measurement or from consolidated drained (CD) triaxial compression tests. The consolidated undrained/ drained triaxial compression tests are normally performed in several stages, involving the successive saturation, consolidation and shearing of each of three specimens.

Saturation is carried out in order to ensure that the pore fluid in the specimen does not contain free air. Saturation is normally carried out by leaving the specimens to an elevated back pressure so that the air in the pores is dissolved in water. Back pressure (which is simply an imposed pore pressure) is applied through a volume change gauge to the top of the specimen, while a cell pressure of slightly higher value is also applied. Both cell pressure and back pressure are normally increased in increments, allowing time for equalization at each stage. The degree of saturation can be expressed in terms of Skempton’s pore pressure parameter (Skempton, 1954):

Δ u

B=__________

Δ σ3

Where Δu is equal to change in pore pressure for an applied cell pressure change of Δ σ3. For an ideally saturated soil B is equal to 1. It is recommended by several standard test methods that  a value of B greater than, or equal to, 0.95 must be achieved before the specimen may be considered as fully saturated and  the consolidation stage started.

The consolidation stage of an effective stress triaxial test is carried out for two reasons. First, three specimens are tested and consolidated at three different effective pressures, in order to give specimens of different strengths which will produce widely spaced effective stress Mohr circles. Secondly, the results of consolidation are used to determine the minimum time to failure in the shear stage.

The effective consolidation pressures (i.e. cell pressure minus back pressure) will normally be increased by a factor of two between each specimen, with the middle pressure approximating to the vertical effective stress in the ground. When the consolidation cell pressure and back pressure are applied to the specimen, readings of volume change are made using a volume change device in the back pressure line. Pore pressure is measured at the specimen base, with drainage to the back pressure line taking place through a porous stone covering the top of the specimen.

The coefficient of consolidation of the clay can be determined by plotting volume change as a function of the square root of time. Theoretical considerations indicate that the first 50% of volume loss during consolidation should show as a straight line on this plot. This straight line is extended down to cut the horizontal line representing 100% consolidation, and the time intercept at this point (termed “t ” by Bishop and Henkel) 100 can be used to obtain the coefficient of consolidation.

* Supplied complete with 50 kN Load Cell(UTGM-1210), 50 mm linear potentiometric transducer (UTGM-0064) with holders (UTM-0114 and UTAS-1060) and a lower compression platen.

** May be need for 70-100 mm dia. samples with high strength.

*** Choose the suitable cell for the specimen size (UTS-2400: 38-50 mm dia. samples / UTS-2401: 70-100 mm dia. samples). For cell and cell accessories see “Triaxial Cells, Cell Accesories and Sample Preparation” page.

****  Supplied with connection cable of UTGM-1420 pressure transducer.

Multiplex Universal Electronmechanic Test Machine

Product code

Information

The UTM-0108.SMPR Multiplex Universal Electromechanic Test Machine is a Servo Controlled Multiplex Machine supplied complete with 50 kN Load Cell (UTGM-0025), 25 mm Linear Potentiometric Transducer(UTGM-0062 ) and U-Touch PRO Control Unit. 5 kN Loadcell should be ordered separately for Triaxial Tests.

The Frame capacity is 50 kN. This versatile digital loading frame features a microprocessor controlled drive system with an advanced servo motor enabling the operator to easily set any test speed via the coloured touch screen. Touch screen comprises adjustment buttons such as “start”, “increase”, “automatic”, “manual”, “down”, “up” as well as other user defined test parameters. The testing speed can be set between 0,00001 mm/min to 51mm/min. The test automatically stops when load and/or displacement is reached to 99% value of the set measuring range. See UTM-0108.SMPR pages  for details.

Load and displacement values are collected by U-Touch PRO Control Unit  and transferred to PC for further processing with the USOFT-2419  software  for performing UU and USOFT-2420 software  for CU-CD  tests.

UTGM-0042 with UTGM-0062

U-Touch PRO Control Units

U-Touch PRO Control Unit is designed to control the machine and processing of data from load-cells, pressure transducers or displacement transducers which are fitted to the machine.

All the operations of U-Touch PRO are controlled from the front panel consisting of color resistive touch screen display and function keys 4 analogue channels are provided for load-cells, pressure transducers or displacement transducers.

U-Touch PRO Cıontrol Units has easy to use menu options and displays all menu option listings simultaneously, allowing the operator to access the required option in a seemless manner to activate the option or enter a numeric value to set the test parameters.The digital graphic display of each  control unit is able to draw realtime “Load vs. Time”, “Load vs. Displacement” or “Stress vs. Time” graphics.

The Control Unit offers many addition unique features. You can save more than 10000 test results in its internal memory. The Control Units can be controlled remotely from anywhere around the world.

MAIN FEAUTURES

• Can make test with displacement control.

• Real time display of test graph.

• 4 analog channels for load cell or pressure sensors or displacement sensors.

• Calibration function for 4 channels.

• Programmable digital gain adjustment for load-cell, pressure transducers, potentiometric sensors, voltage and current transmitters.

• Closed-loop for pace rate.

Triaxial Cells and Sample Preparation Accessories

Product code

Information

The cell has been designed and treated to minimize corrosion. Particular attention has been paid to the quality of finish between the piston and the head. Final assembly includes the fitting of an O-ring seal and the use of a special lubricant to reduce friction to a minimum and eliminate water leakage. The piston load capacity is designed to accept high axial loads which may be present during the final stages of a test.

Each cell has five take-off positions drilled in the base for top drainage/back pressure, pore water pressure and bottom drainage. Each cell will accept a range of base adaptors and various accessories for testing a wide range of specimens.

The cell capacity is designed to tolerate confining pressures as high as 1700 kPa which is enough for simulating most in-situ conditions.

Cell Accessories

Sample Preperation Accessories

Automatic Soil Compactor

Product code

Information

Standards

ASTM D558, D559, D560, D698, D1557, D1883; EN 13286 2, 13286-47; BS 1377:4 AASHTO T99, T134, T135, T136, T180, T193; NLT 107/98, 108/91, 111/87; AS 1289.5.1.1, 5.2.1, 6.1.1

Automatic Soil Compactor are designed to compact specimens automatically and uniformly, assuring conformity with the above listed international standards.

The principle of the design is to allow the hammer to drop  the required height into the soil in the mould which rotates circularly to distribute the blows uniformly over the surface of the specimen in the mould. The drop height is adjustable to 300 mm, 12” (305 mm), 450 mm and 18” (457 mm). The rammer is circular faced and interchangeable to 50 mm or 2” (50.8 mm).diameter. Rammer weight is adjustable according to reference standard. When compacting 100 mm or 4” diameter specimens the unit operates on a single radius and when compacting 150 mm or 6” diameter specimens the unit operates on inner and outer radius to obtain even compaction.

The number of blows per layer can be set at the beginning of the compaction process by the digital counter according to the standard preferred by user. This automatic blow pattern ensures effective and equal compaction for each layer of soil by rotating the base table, so the mould, in equal steps and travelling the rammer across the mould. User defined blow number and in-out distribution is also available.

Compactor is equipped with programmable digital counter which allows the machine;

• To select reference standard ( number of blows and mould size ) by the operator at the beginning of the test.

• To set desired compaction cycle ( number of blows and count of the number of inner and outer drops) by user.

The standard type (BS, EN, ASTM, AASHTO) mould size (4’’/100 mm or 6’’/150 mm) and the number of drops can be selected easily.

UTS-0650 Soil Compactor is supplied complete with;

• ASTM/EN/BS Rammer
• ASTM Rammer Face, Ø2” (50.8 mm)
• EN/BS Rammer Face, Ø 50 mm

UTS-0650AS Soil Compactor is supplied complete with;

• AS Rammer

Proctor Moulds And Rammers Preparation Accessories

Product code

Information

ASTM D 698, D 1557, D 558 ; AASHTO T 99, T180, T 134 ; EN 13286-2;

BS 1377:4, 1924:2; NF P 94-093 (Alternative); AS 1289.5.1.1 and 5.1.2

Moulds and rammers are used for determining the relationship between the moisture content and density of compacted soil. Made of plated steel, includes collar, mould body and base plate. Rammers are used to compact the soil sample in the Proctor Moulds and made of plated steel. Different models are available conforming to the relevant standards.

According to NF P 94-093, proctor moulds and rammers that include “…NF”, can be used as an alternative to the moulds and rammers that include “…E” which also in compliance with EN 13286-2.

 Proctor Moulds – ASTM/AASHTO

Proctor Moulds – EN

Proctor Moulds – BS

*C Spanners (UTS-00611B.E) and Assembly Tool (UTS-0612B.E) should be ordered separately for assembling and disassembling the these moulds.

Proctor Moulds – NF P 94-093 (Alternative)

Proctor Moulds – AS

Proctor Rammer – ASTM / AASHTO

Proctor Rammers – EN

Proctor Rammers – BS

Proctor Rammers – NF P 94-093 (Alternative)

Proctor Rammers – AS

CBR Mould and Accessories EN

Product code

CBR Mould and Accessories EN

Information

EN 13286-47

Each accessories listed below should be ordered separately.,

Sand Cone Sets

Product code

Information

ASTM D1556; AASHTO T181, T191

The UTS-0950 and UTS-0960 Sand Cone Sets are used for the determination of the degree of compaction on site. UTS-0950 includes double cone, plastic sand jar and base plate with flanged hole.Calibration container should be ordered seperately.

UTS-0962 Density Cylinder is used for determining in place density of compacted base courses containing large sizes of coarse aggregates. Density cylinder should be ordered seperately.

Plate Loading Test Set

Product code

Information

ASTM D1195, D1196; BS 1377:9

Plate load test sets can be used to determine the ultimate bearing capacity of subgrade soils and compacted pavement components. Plate load tests provide data for use in the evaluation and design of rigid and flexible-type airport and highway pavements.

The test is performed by pressing a steel bearing plate into the layer to be measured by the help of a hydraulic jack and measuring the resulting deformation taking place on the layer. This deformation value can also be used to obtain modulus of subgrade reaction which can be correlated to resilient modulus as proposed by “1993 AASHTO Guide for Design of Pavement Structures”

Utest provides two models, one digital and one electronic for plate load testing sets. Both models have 3 different capacities: 100 kN (22 500 lbf), 200 kN (45 000 lbf) and 500 kN (112400 lbf)

All test set supplied with a wooden carrying case.

UTS-1109 Additional Bar to extend total length up to 5.5 meters of measuring bar of plate loading test sets should be ordered.

Detail of UTS-1102                            Detail of UTS-1112