One Stop Testing soil by One Stop Testing

SECTION 3

3ECTION 3

3/),

&OR THE REALIZATION OF CIVIL ENGINEERING STRUCTURES THE ENGINEER DURING THE DESIGN STAGE MUST BASE HIS CALCULATIONS ACCORDING TO THE SOIL PROPERTIES WHERE THE STRUCTURE WILL HAVE TO INTEGRATE 4HIS SECTION STUDIES AND ANALYSES A SOIL SAMPLE TO EVALUATE AND TO KNOW ITS CHARACTERISTICS BY PROPOSING A COMPLETE RANGE OF TESTING EQUIPMENT FOR SAMPLING PREPARATION CLASSIFICATION CONSOLIDATION SHEAR STRENGTH TRIAXIAL COMPACTION PENETRATION BEARING CAPACITY PERMEABILITY DENSITY GEOTECHNICAL AND CHEMICAL TESTS IN COMPLIANCE WITH THE %. !34- "3 AND THE MOST KNOWN )NTERNATIONAL 3TANDARDS

MATERIAL TESTING EQUIPMENT

3/ ) , 3!-0,).' !.$ %6!,5!4)/.

SECTION 3

,IGHTWEIGHT DYNAMIC PENETROMETER 34!.$!2$ $). 5SED TO ESTABLISH THE THICKNESS OF DIFFERENT STRATA WHEN TESTING COMPACTION WORKS AND TO DETERMINE THE RELATIVE DENSITY OF FILLS AND NATURALLY DEPOSITED NON COHESIVE SOILS )N GENERAL IF THE GROUND IS NOT TOO COMPACT PENETRATION TESTS CAN BE CARRIED OF ABOUT TO METRES 4HE PENETROMETER SET CONSISTS OF KG DROP RAMMER MM FALL AND ANVIL SOUNDING ROD MM X M LENGHT COMPLETE WITH THREADED COLLAR AND GUIDING ROD 'ROOVED ROD TO EXTRACT SAMPLES DRIVE POINT ª CM AND CM SURFACE ,IFTING DEVICE FOR SOUNDING ROD ACCESSORIES #ARRYING CASE $IMENSIONS X X MM 7EIGHT KG 3

&IELD INSPECTION POCKET VANE TESTER 34!.$!2$ !34- $ 5SED TO DETERMINE THE SHEAR STRENGTH OF UNDRAINED #5 COHESIVE SOFT SOILS TO FIRM NON FISSURED SOILS ON SITE 4HE INSTRUMENT CONSISTS OF A 4 HANDLE CYLINDRICAL BODY WHERE A TORSIONAL SPRING IS HOUSED AND THREE INTERCHANGEABLE VANES OF DIFFERENT SIZES USED DEPENDING TO THE EXPECTED STRENGTH OF THE SOIL TO BE TESTED 4HE VANE IS INSERTED INTO THE SOIL FOR MM APPROX AND THE MAX TORQUE VALUE IS MEASURED ON A COLLAR ATTACHED TO THE SHAFT -EASURING RANGE K0A 4HE UNIT ALL STAINLESS STEEL MADE IS SUPPLIED hCALIBRATED WITH CALIBRATION CERTIFICATE AND CONVERSION TABLEv AND COMPLETE WITH THREE VANES DIMENSIONS DIA X HEIGHT X X X MM EXTENSION ROD MM LONG TOOLS CARRYING CASE $IMENSIONS X X MM 7EIGHT KG APPROX

3OIL SAMPLER MM DIA 5SED TO OBTAIN INDISTURBED SOIL SAMPLES OF DIA v MM 4HE SAMPLER IS FORMED BY 4 HANDLE WITH EXTENSION ROD MM LONG *ARRING LINK v 3TAINLESS SAMPLE TUBE DIA v X v X MM 7EIGHT KG

!##%33/29 30!2% 3 %XTENSION ROD MM LONG

!##%33/29 !.$ 30!2% 0!24 3 (AND EXTRUDER USED TO EXTRUDE THE SOIL SPECIMENS DIA v FROM THE SAMPLE TUBE 3 3PARE STAINLESS SAMPLE TUBE DIA X v MATERIAL TESTING EQUIPMENT

3/), 3!-0,).' !.$ %6!,5!4)/. $YNAMIC CONE PENETROMETER $#0 42, 42!.30/24 2%3%!2#( ,!"/2!4/29 5+ 34!.$!2$ "3 4HIS 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 4HE $0# 0ENETROMETER RESULTS CAN BE COMPARED AND INTERPRETED WITH #"2 #ALIFORNIA "EARING 2ATIO AS PER SPERIMENTAL +LEYN STUDIES 4HE TEST IS PERFORMED WITH CONTINUOUS PENETRATIONS AT APPROX MM DEPTH WITH MAX DEPTH OF M BY USING EXTENSION RODS

4HE EQUIPMENT CONSISTS OF $ROP SLIDING HAMMER KG WEIGHT FALLING HEIGHT OF MM )MPACT ANVIL WITH DRIVING ROD 0ENETRATION ROD WITH CONICAL Âª POINT AND MM DIA "AR WRENCH SPANNERS ACCESSORIES 7OODEN CARRYING CASE $IMENSIONS IN CASE X X MM APPROX 7EIGHT KG

SECTION 3

30!2% 0!243 3 0ENETRATION CONE 3 %XTENSION ROD MM LONG

-ACKINTOSH PROSPECTING KIT 4HIS EQUIPMENT IS PARTICULARLY USEFUL FOR INITIAL SITE INVESTIGATION WORK IN REMOTE AREAS 4HE KIT IS CAPABLE BORING TO A DEPTH MTRS DEPENDING ON GROUND CONDITIONS 4HE USE OF SPECIALLY DESIGNED EXTENSION ROD COUPLERS REDUCES BOREHOLE FRICTION TO A MINIMUM PERMITTING EASY OPERATION TO CONSIDERABLE DEPTH %QUIPMENT CONSISTS OF BORING RODS MTR LONG WITH COUPLERS PIPE WRENCH AND TAP WRENCH #ORE TUBE ADAPTOR AND CLAY CORE TUBE $RIVING HEAD AND CLEARING ROD ,ONG AND SHORT DRIVING POINT !UGER TOOL AND STANDARD CORE TUBE ,IFTING DRIVING TOOL AND HAMMER $IE NUT AND HAND TAP !LL EQUIPMENT SUPPLIED IN A STRONG WOODEN BOX 7EIGHT KG APPROX

3 MATERIAL TESTING EQUIPMENT

3/ ) , 3/), 3!-0,).' (AND !UGERS

SECTION 3

34!.$!2$3 !34- $ $ #.2 A 6) NÂª !!3(4/ 4 4 $ESIGNED FOR SOIL INVESTIGATIONS AND EXPLORATIONS #OMPLETE WITH h4v HANDLE -ADE OF SPECIAL GALVANIZED STEEL 3

3 +)4

-/$%,3 3 +)4 (AND !UGER MM DIA X M LONG 3 +)4 (AND !UGER MM DIA X M LONG 3 +)4 (AND !UGER MM DIA X M LONG 3 %XTENSION ROD FOR ABOVE M LONG COMPLETE WITH COUPLING DEVICE

3 +)4

7EIGHT KG

!UGER POWER HEAD TO OBTAIN DISTURBED SOIL SAMPLES 3UPPLIED hWITHOUTv AUGERS TO BE ORDERED SEPARATELY SEE ACCESSO RIES -/$%,3 3

!UGER POWER HEAD -OTOR CAPACITY (0 TWO STROKES WITHOUT SPEED INVERTER &ITTED WITH TWO HANDWHEELS TO BE USED JUST BY ONE OPERATOR $RILLING HOLES UP TO DIA MM AND MAX DEPTH OF MM )T DOES NOT ACCEPT EXTENSION RODS 7EIGHT KG

3 3

!UGER POWER HEAD -OTOR CAPACITY (0 TWO STROKES EQUIPPED hWITH SPEED INVERTERv TO FACILITATE THE EXTRACTION OF THE AUGERS &ITTED WITH TWO HANDWHEELS TO BE USED BY TWO OPERATORS $RILLING HOLES UP TO DIA MM AND MAX DEPTH OF M FOR SOFT GROUND BY USING THE EXTENSION RODS 7EIGHT KG !##%33/2)%3 3 !UGER MM DIA X M LONG 3 !UGER MM DIA X M LONG 3 !UGER MM DIA X M LONG 3 !UGER MM DIA X M LONG 3 !UGER MM DIA X M LONG 3 %XTENSION ROD M LONG

MATERIAL TESTING EQUIPMENT

3/), $%.3)49 !.$ %6!,5!4)/. 3URFACE SOIL SAMPLERS

SECTION 3

5SED TO TAKE FIELD SAMPLES OF COMPACTED FILL OR UNDISTURBED SOILS AND TO EVALUATE DENSITY OF COMPACTION SAMPLES AS THE GROUND SURFACE 4HE SET CONSISTS OF A DROP HAMMER SLIDING ON THE DRIVE ROD AND FALLING ON THE DRIVE HEAD WHERE THE SAMPLING TUBE IS HOLD 3TEEL MADE GALVANIZED AGAINST CORROSION -/$%,3 3 +)4 352&!#% 3/), 3!-0,%2 WITH SAMPLING TUBE MM INSIDE DIAMETER X MM LONG AND KG DROP HAMMER 34!.$!2$3 !34- $ #.2 .Âª 7EIGHT KG 3 +)4 352&!#% 3/), 3!-0,%2 WITH SAMPLING TUBE MM DIAMETER

BY MM HEIGHT CAPACITY CU FT AND KG DROP HAMMER 34!.$!2$ "3 7EIGHT KG 30!2% 0!243 3 3AMPLING TUBE MM DIAMETER X MM LONG 3 3AMPLING TUBE MM DIAMETER AND CAPACITY CU FT

3 +)4

,ABORATORY SAMPLE MIXERS 3UITABLE TO MIX GRANULAR MATERIALS LIKE SOILS AND BITUMINOUS MIXTU RES BY USING A WHISK BEATER AS PRESCRIBED BY %. "3 3PEC

7ATER LEVEL INDICATOR 5TILIZED TO MEASURE THE WATER LEVEL IN BOREHOLES WELLS AND ANY OPEN UNDERGROUND STRUCTURES ! LIGHT AND AUDIBLE SIGNAL ARE ACTIVATED WHEN THE PROBE TOUCHES WATER "ATTERY OPERATED THE CABLE IS MARKED AT CM INTERVALS DRUM MOUNTED AND THE STAINLESS STEEL TIP HAS DIAMETER OF MM

-/$%,3 % " -)8%2 ,)42% #!0!#)49 COMPLETE WITH WHISK BEATER " " -)8%2 ,)42% #!0!#)49 COMPLETE WITH WHISK BEATER 4ECHNICAL DETAILS SEE PAG

-/$%,3 3 7ATER LEVEL INDICATOR M CABLE LENGTH 3 7ATER LEVEL INDICATOR M CABLE LENGTH 3 7ATER LEVEL INDICATOR M CABLE LENGTH

% "

MATERIAL TESTING EQUIPMENT

3/ ) , 3/), %6!,5!4)/. 3

SECTION 3

3 3

3 3 3

0/#+%4 0%.%42/-%4%23 !.$ 3(%!2 6!.%3 34!.$!2$ !34- $ -/$%,3 3 $)!, 0/#+%4 0%.%42/-%4%2 FOR THE CLASSIFICATION OF COHE SIVE SOILS IN TERMS OF CONSISTENCY SHEAR STRENGTH AND APPROXIMATE UNCONFINED COMPRESSION STRENGTH $IRECT VALUE READ IN KGF CM ON THE DIAL GRADUATED FROM TO KGF CM 0EAK HOLD FEATURE ZERO SETTING BY PUSH BUTTON 7EIGHT G 3 $)!, 0/#+%4 0%.%42/-%4%2 IDENTICAL TO MOD 3 BUT WITH DIAL RANGE KG F CM SUITABLE FOR VERY COMPACTED SOILS 3 '%/0/#+%4 $)!, 0%.%42/-%4%2 DESIGNED FOR A QUICK DETER MINATION OF THE FOUNDATION SOILS FROM CLAY TO SANDY SOILS )T INDICATES 4HE ANGLE OF INTERNAL FRICTION SANDY SOILS 4HE COHESION hCv CLAY SOILS AND THE APPROX 5NCONFINED #OM PRESSIVE 3TRENGTH 0EAK HOLD FEATURE ZERO SETTING BY PUSH BUTTON #OMPLETE WITH PLUNGERS MM 7EIGHT G 3 0/#+%4 0%.%42/-%4%2 DESIGNED FOR THE RAPID DETERMINATION OF SOIL CONSISTENCY SHEAR STRENGTH AND APPROXIMATE 5NCONFINED #OMPRESSION 3TRENGTH 3CALE RANGE KGF CM WITH DIRECT READING STRENGTH VALUES 0LUNGER DIA MM 7EIGHT G MATERIAL TESTING EQUIPMENT

3 0/#+%4 0%.%42/-%4%2 IDENTICAL TO MOD 3 BUT HAVING A RANGE OF KGF CM 3UITABLE FOR VERY COMPACTED SOILS 7EIGHT G 3 0/#+%4 3(%!2 6!.% $%6)#% 2!.'% +' #- $ESIGNED FOR THE RAPID DETERMINATION IN THE FIELD OR IN THE LABORA TORY OF SHEAR STRENGTH OF COHESIVE SOILS 4HE DIAL INDICATES DIRECTLY THE SHEARING STRENGTH IN KG CM #OMPLETE WITH INTERCHANGEABLE STAINLESS STEEL VANE X MM DIA X HEIGHT 7EIGHT G 3 0/#+%4 3(%!2 6!.% $%6)#% 2!.'% +' #- )DENTICAL TO MOD 3 BUT DIAL RANGE KG CM 30!2% 0!24 3 3TAINLESS STEEL VANE X MM DIA X HEIGHT FOR 3 AND 3 DEVICES

-%,4).' 0/4 TO MELT WAX AND TO COVER SOIL SAMPLES KEEPING THEM TO THE ORIGINAL HUMIDITY 3EE MOD ! SECTION h!v PAG !

3/),

0ROVING RING PENETROMETER

-OISTURE CONDITION VALUE -#6 AND CHALK CRUSHING VALUE ##6

5SED TO DETERMINE THE BEARING STRENGTH COMPACTION DEGREE OF SUBGRADES AND ALSO FOR DETERMINING THE STATIC PENETRATION RESIST ANCE OF SOIL 3UPPLIED COMPLETE WITH h4v HANDLE PROVING RING KGF K. WITH MAXIMUM LOAD POINTER AND CALIBRATION CHART EXTENSION ROD MM LONG GRADUATED EVERY MM REMOVABLE CONE POINT Âª WITH SQ IN TOP AREA #ADMIUM PLATED AGAINST CORROSION 7EIGHT KG

34!.$!2$3 %. "3 42, APPROVED 4HIS APPARATUS IS USED TO MEASURE THE MINIMUM COMPARATIVE EFFORT REQUIRED TO PRODUCE NEAR FULL COMPACTION OF A SOIL AND THE RATE AT WHICH A SAMPLE OF CHALK LUMPS ARE CRUSHED 4HE UNIT CAN BE USED TO CLASSIFY CHALK AS A FILL MATERIAL WITH SATURA TED MOISTURE CONTENT 4HE APPARATUS COMPRISES A ROBUST FRAME WHERE A RAMMER FALLS MOULD SCALE COUNTER ACCESSORIES 7EIGHT KG APPROX

SECTION 3

#/-0!#4)/. !.$ -/)3452%

0ROCTOR PENETROMETER 34!.$!2$ !34- $ 5SED TO DETERMINE IN FIELD THE MOISTURE PENETRATION RESISTANCE RELATIONSHIP OF FINE GRAINED SOILS 3PRING LOAD SCALE KG SUBDIV KG WITH DIRECT MAX VALUE READ ING IN KG ON THE SLIDING ROD #OMPLETE WITH INTERCHANGEABLE STAINLESS STEEL NEEDLES DIA MM ACCESSORIES CARRYING CASE #HROMED FINISHING 7EIGHT KG

3 MATERIAL TESTING EQUIPMENT

3/ ) , 3

'%/'!5'% .ON NUCLEAR GAUGE FOR SITE SOIL COMPACTION CONTROL

STIFFNESS AND YOUNG MODULUS

SECTION 3

34!.$!2$ !34- $

4ECHNICAL FEATURES 3TIFFNESS 9OUNG S -ODULUS -EASURE $EPTH -EASURE $URATION 0OWER $IMENSIONS WITH CASE 7EIGHT

TO -. M TO -PA FROM TO MM SECONDS 3IX $ #ELL "ATTERIES TO MEASUREMENTS X X MM KG

4HE 'EO'AUGE IS THE ONLY HAND PORTABLE GAUGE AVAILABLE TO PROVIDE THE REQUIRED SIMPLICITY QUICKNESS AND PRECISION TO DIRECTLY MEASURE AND MONITOR THE IN PLACE ENGINEERING PROPERTIES AND DO SO AT CONSTRUCTION SPEED 4HE 'EO'AUGE APPLIES A CONSTANT LOAD VIBRAT ING FORCE TO THE SOIL S SURFACE AND MEASURES THE RESULTING DISPLACE MENT 4HIS DYNAMIC TECHNOLOGY SIMULATES ACTUAL IN USE CONDITIONS /NE INSTRUMENT TO LINK DESIGN SPECIFICATIONS WITH COMPACTION IN SECONDS FOR ENHANCED 1# 1! !PPLICATIONS INCLUDE SUBGRADE SUBBASE BASE MONITORING THE STRENGTH GAIN OF LIME CEMENT FLY ASH AND POLYMER STABILISED MATERI ALS MONITORING THE RE COMPACTING OF ASPHALT AND COLD IN PLACE RECYCLING TO PEAK PROPERTIES TO PREVENT WASTED EFFORT AND DAMAGING OVER COMPACTION 4HE 'EO'AUGE COMPLIMENTS AND PROVIDES ALTER NATIVE TO RESILIENT MODULUS &ALLING 7EIGHT $EFLECTOMETER FIELD #ALI FORNIA "EARING 2ATIO PLATE LOAD TEST DYNAMIC CONE PENETROMETER AND OTHER MEASURES OF STRENGTH STIFFNESS MODULUS AND DEFLECTION

.UCLEAR MOISTURE DENSITY GAUGE 34!.$!2$3 !34- $ $ $ !!3(4/ 4 )T PROVIDES A RAPID METHOD OF ON SITE DETERMINATION OF MOISTURE DENSITY CONTENT OF SOILS AGGREGATES AND ASPHALTIC CONCRETE 4HE MICROPROCESSOR DISPLAYS ALL FUNCTIONS DIRECTLY 7ET AND DRY DENSITY MOISTURE PERCENT MOISTURE CONTENT PERCENT COMPACTION FOR BOTH SOILS AND ASPHALTIC CONCRETE VOID RATIO AND PERCENT AIR VOIDS 3URCE IS MM WITH INDEX RODS FOR DIRECT TRANSMISSION DEPTHS IN MM INCREMENTS 3TORES UP TO FIELD TESTS TRANSFERABLE TO 0# OR PRINTER 'AGE DIMENSIONS X X MM 7EIGHT KG

!##%33/2)%3 3 )NFRARED )NTERFACE AND 3ERIAL 0ORT !DAPTER WITH 3OFTWARE 4EMPLATE 0# ONLY

3 6ERIFIER -ASS VERIFIES 'EO 'AUGE OPERATION

!##%33/29 3 )NFRARED INTERFACE COMPLETE WITH CABLE TO 0# AND SOFTWARE MATERIAL TESTING EQUIPMENT

3/), 3

.UCLEAR -OISTURE $ENSITY 'AUGE

%ARTH RESISTIVITY METER

34!.$!2$3 !34- 3TANDARD 4EST -ETHODS $ $ # AND !!3(4/ 4

34!.$!2$3 !34- ' "3 5SED FOR GROUND WATER RESEARCHES EVEN TO GREAT DEPTHS GRAVEL DEPOSIT EVALUATION GEOLOGICAL SURVEYS FOR THE CONSTRUCTION OF ROADS PIPELINES ETC STUDY AND PREVENTION OF LANDSLIDES

"!#+3#!44%2 -/$% IS RAPID AND NONDESTRUCTIVE 'AMMA RAYS ENTER THE TEST MATERIAL AND THOSE SCATTERED TROUGH THE MATERIAL AND REACHING THE DETECTORS ARE COUNTED "ACKSCATTER IS PRIMARILY USED TO DETERMINE DENSITY ON LAYERS OF ASPHALT AND CONCRETE

4HE SYSTEM CONSISTS OF 2ESISITIVITY MEASURING INSTRUMENT POTENTIAL COPPER ELECTRODES CURRENT ELECTRODES CABLE REELS WITH M OF CABLE CABLE REELS WITH M OF CABLE HAMMERS SET OF STANDARD ACCESSORIES

SECTION 3

4HIS GAUGE OFFERS TWO MODES OF OPERATION $)2%#4 42!.3-)33)/. -/$% IS DESIGNED FOR MEASUREMENTS OF SOILS STONE OR OTHER MATERIALS WHERE BOTH DENSITY AND MOISTURE CONTENT ARE DESIRED $IRECT TRANSMISSION TESTING TYPICALLY OFFERS BETTER PRECISION AND CONTROL OF DEPTH OF MEASUREMENT IS THE PREFERRED METHOD $RY $ENSITY 7ET $ENSITY -OISTURE 0ERCENT -OISTURE AND 0ERCENT 0ROCTOR ARE PROVIDED WHEN TESTING IN THE SOIL MODE

3 !##%33/29 3

2ECHARGEABLE ACCUMULATOR %NERGY SOURCE FOR GEOELECTRICAL SURVEYS IN ALTERNATIVE TO DRY BATTERIES OR GENERATORS $IMENSIONS X X CM 7EIGHT KG 3

3EISMOGRAPH THREE CHANNELS

3 3PECIFICATIONS s 4HE MICROPROCESSOR DISPLAYS ALL FUNCTION DIRECTLY s -ULTIPLE OFFSETS AVAILABLE TO ADJUST TO VIRTUALLY ANY FIELD CONDITION s 4EST RESULTS IN AS LITTLE AS MINUTE ALLOW ADDITIONAL COMPACTIVE EFFORT TO BE APPLIED IMMEDIATELY IF NECESSARY s .) #!$ RECHARGEABLE BATTERY H STANDBY s !# CHARGER 6 $# ADAPTER 6 s $IMENSIONS X X MM s 7EIGHT KG

!PPLICATIONS $EPTH DETERMINATION OF BEDROCK $ETERMINATION OF ELASTIC DYNAMIC PROPERTIES OF SURFACE DEPOSITS &OUNDATION STUDIES 0RELIMINARY INVESTIGATIONS FOR THE REALIZATION OF IMPORTANT WORKS #OST ESTIMATION FOR EXCAVATION %VALUATION OF ELASTIC DYNAMIC MODULES OF MATERIALS $OWNHLOE SURVEY WITH TRIDIMENSIONAL BOREHOLE GEOPHONE -ICROSEISMICS 3 #OMPLETE WITH SET OF ACCESSORIES $IMENSIONS X X MM 7EIGHT KG MATERIAL TESTING EQUIPMENT

3/ ) , 5.)6%23!, %8425$%23 34!.$!2$3 !34- $ $ $ "3

SECTION 3

-OTORISED HYDRAULIC EXTRUDER

5SED FOR A SMOOTH AND RAPID EXTRUSION OF SOIL SAMPLES FROM TUBES ALSO OF THIN WALLS WITH MINIMUM DISTURBANCE 4HE UNIT EXTRUDES SAM PLES FROM DIA UP TO MM EXTERNAL DIA MM WITH MAX STROKE OF MM 4HE HYDRAULIC PISTON IS EQUIPPED OF SPEED ADJUSTER AND CAN BE STOPPED IN ANY EXCURSION S POSITION -AX LOAD K. KG 4HE EXTRUDED SAMPLE IS HELD IN PLACE BY A RECEIVING TABLE ADJUSTABLE IN HEIGHT AND EASILY LOWERED ALONG SIDE THE MACHINE TO SAVE SPACE #OMPLETE WITH ADAPTORS RING TAMPER TO EXTRUDE SAMPLES HAVING DIA v MM 0OWER SUPPLY 6 PH (Z 7 $IMENSIONS WORKING POSITION X XH MM 7EIGHT KG

5NIVERSAL EXTRUDER 5SED TO EXTRUDE SAMPLES HAVING DIA v v MM MM )T CAN THEREFORE EXTRUDE #"2 -ARSHALL AND 0ROCTOR SPECIMENS 4HE EXTRUDER IS ACTUATED BY A K. HYDRAULIC JACK HAVING RAM TRAVEL OF MM MM SCREW 3UPPLIED COMPLETE WITH ADAPTORS $IMENSIONS DIA X MM 7EIGHT KG 3

3CREW EXTRUDER HAND OPERATED 4HE UNIT EXTRUDES SAMPLES FROM DIA TO MM WITH MAX STROKE OF MM 3UPPLIED COMPLETE WITH ADAPTORS TO EXTRUDE SAMPLES HAVING DIA v MM SUPPORTING BENCH SAMPLE RECEIVING TABLE BOTH ADJUSTABLE IN HEIGHT AND LOWERABLE $IMENSIONS X X MM 7EIGHT KG

!$!04/23 RING AND TAMPER FOR 3 AND 3 %XTRUDERS 3 3 3 3 3 3 3 3 MATERIAL TESTING EQUIPMENT

$IA MM v SPARE $IA MM v $IA MM v $IA MM v $IA MM SPARE $IA MM SPARE $IA MM $IA MM ONLY FOR MOD 3

3/), 3

$IE CUTTING SOIL SAMPLER

SECTION 3

5SED TO COMPRESS LOOSE SOILS TO PREPARE SAMPLES AND TO HOLLOW PUNCH CUT AND EXTRUDE SOIL SPECIMENS FOR CONSOLIDATION SHEAR TRIAXIAL UNCONFINED TESTS 4HE SAMPLER IS USED WITH THE HOLLOW PUNCHES 3 TO 3 AND TAMPERS 3 TO 3 5PPER PLATE DIA IS MM AND MAX VERTICAL DAYLIGHT IS MM $IMENSIONS X X MM 7EIGHT KG

(/,,/7 05.#(%3 !.$ 4!-0%23 5SED TO PREPARE SOIL SAMPLES AND TO FIT THEM INTO THE RELEVANT CELLS TO PERFORM TRIAXIAL CONSOLIDATION SHEAR UNCONFINED TESTS 4HE PUNCH HAS THIN WALLS WITH CUTTING RIM AND THE TAMPER EXPELS THE SPECIMEN FROM THE HOLLOW PUNCH BY INSERTING IT DIRECTLY INTO THE CELL WITHOUT DISTURBING THE SAME #ELL

$IMENSIONS

#ONSOLIDATION #ONSOLIDATION #ONSOLIDATION #ONSOLIDATION #ONSOLIDATION

XH XH XH XH XH

MM MM MM MM MM

3 3 3 3 3

#ONSOLID 0ERMEAB #ONSOLID 0ERMEAB #ONSOLID 0ERMEAB #ONSOLID 0ERMEAB #ONSOLID 0ERMEAB

XH XH XH XH XH

MM MM MM MM MM

3 3 3 3 3

3HEAR 3HEAR 3HEAR 3HEAR 3HEAR

X X

XH XH XH XH XH

MM MM MM MM MM

3 3 3 3 3

4RIAXIAL 5NCONF 4RIAXIAL 4RIAXIAL 4RIAXIAL

XH XH XH XH

MM MM MM MM

3 3 3 3

(OLLOW 0UNCH 4AMPER

3 WITH PUNCHES AND TAMPERS

3OIL LATHE $ESIGNED TO REDUCE BY TRIMMING THE DIAMETER OF A SOIL SAMPLE UNITIL REACHING THE DESIRED DIAMETER SIZE BY USING A WIRE SAW 4HE LATHE IS HAND OPERATED THE HEIGHT IS ADJUSTABLE UP TO MM AND IT ACCEPTS SAMPLES FROM DIA TO MM 3UPPLIED COMPLETE WITH THREE SETS OF PLATENS FOR SAMPLES DIA MM WIRE SAW AND BLADES $IMENSIONS DIA X MM 7EIGHT KG

3 3

6 34!.$!2$3 !34- $ "3 0/2#%,!). -/24!2 DIA BY MM COMPLETE WITH PORCELAIN PESTLE 6

0%34,% RUBBER HEADED

7)2% 3!7 FOR TRIMMING SOIL SPECIMENS #OMPLETE WITH SIX BLADES

42)--).' +.)&% TO PREPARE SAMPLES

!##%33/29 3 5PPER TRIMMING PLATEN AVAILABLE FROM DIA TO MM 7HEN ORDERING PLEASE SPECIFY REQUIRED DIAMETER MATERIAL TESTING EQUIPMENT

3/ ) , 3/), !.$ 7!4%2 !.!,93)3 3

#OLOUR STANDARD CHART

SECTION 3

/2'!.)# )-052)4)%3 ). 3/),3 34!.$!2$3 !34- # !!3(4/ 4 5.) &OR THE DETERMINATION OF THE /RGANIC IMPURITIES IN SOILS AND FINE AGGREGATES 4HE CHART HAS GLASS REFERENCE SCALES

3 #(,/2)$% 4%34 +)4 /& 7!4%2 4HE SET COMPRISES DIFFERENT REAGENTS GRADUATED CONTAINERS PIPETTE SYRINGE INSTRUCTIONS 3 (!2$.%33 4%34 +)4 /& 7!4%2 FOR CALCIUM AND MAGNESIUM PERCENTAGE DETERMINATION 4HE SET COMPRISES DIFFERENT REAGENTS AND GRADUATED CONTAINERS SYRINGE PIPETTE INSTRUCTIONS

3 !#)$)49 4%34 +)4 /& 7!4%2 TO EVALUATE THE POTENTIAL CORROSIVE 4HE SET COMPRISES DIFFERENT GRADUATED CONTAINERS REAGENTS SYRINGE PIPETTE INSTRUCTIONS

3 'RADUATED IMPURITIES TEST BOTTLE STOPPERED PYREX GLASS ML !34- # 3 'RADUATED IMPURITIES TEST BOTTLE STOPPERED PYREX GLASS ML MARKED AT AND ML 5.) 3 'RADUATED IMPURITIES TEST BOTTLE STOPPERED PYREX GLASS ML !34- # 6 3ODIUM (YDROXIDE PACK OF G

3 /2'!.)# -!44%2 4%34 3%4 34!.$!2$ "3 &ORMED BY DIFFERENT BOTTLES REAGENTS AND ACCESSORIES TO PERFORM ABOUT TESTS FOR EACH OF THE SOIL FACTORS ON THE FOLLOWING TESTS P( P( .ITRATE !MMONIA .ITRATE .ITROGEN ETC

3 .

3OIL COLOUR CHART #OLOUR MATCHING CHARTS FOR SOIL IDENTIFICATION 4HE SET CONSISTS OF CONSTANT HUE CHARTS WITH COLOURS PLUS TWO TROPICAL SOIL COLOUR CHARTS

3 .

3 3 MATERIAL TESTING EQUIPMENT

3/), #(%-)#!, !.!,93)3 /& 3/),3

-AGNETIC STIRRER HEATER

35,0(!4% #/.4%.4 $%4%2-).!4)/. 34!.$!2$ "3 4HIS DEVICE IS USED TO KNOW THE SULPHATE CONTENT OF GROUND WATER AND WATER SOIL EXTRACTS #ONSISTING OF A ION EXCHANGE GLASS TUBE MM LONG CONNECTOR AND BOTTOM FLASK ML CAPACITY 4HE UNIT IS ASSEMBLED ON A STAND 3 $IMENSIONS X X MM 7EIGHT KG !##%33/29 6 )ON EXCHANGE RESIN G

FOR TITRATION AND STIRRING OF LIQUID AND SEMI SOLID MATERIALS 0LATE DIA MM 6ARIABLE SPEED AND TEMPERATURE BY ELECTRONIC REGULATORS 3UPPLIED COMPLETE WITH MAGNETIC TEFLON COATED FOLLOWER 0OWER SUPPLY 6 PH (Z 7

SECTION 3

)ON EXCHANGE DEVICE

P( -%4%23 $)')4!, 34!.$!2$3 !34- $ "3 6

P( METER POCKET BATTERY OPERATED WITH

REPLACEABLE ELECTRODE 2ANGE TO P( 2ESOLUTION P( -ANUAL POINTS CALIBRATION 0OWER SUPPLY STANDARD BATTERY HOURS USE 3UPPLIED COMPLETE WITH ELECTRODE BATTERIES KIT OF P( AND CALIBRATION SOLUTIONS 7EIGHT G

6 6

P( M6 Âª# METER PORTABLE WATERPROOF #HLORIDE AND SULPHATE CONTENT 2APID -ETHOD 34!.$!2$3 "3 "3 5SED TO ESTIMATE THE CHLORIDE CONTENT OF AQUEOUS SOLUTIONS IN SAND AND FINE AGGREGATES ! 1UANTAB #HLORIDE 4ITRATOR 3TRIPS TYPE RANGE TO TO PPM .A #L 0ACK FO STRIPS ! 1UANTAB #HLORIDE 4ITRATOR 3TRIPS TYPE RANGE TO TO PPM .A #L 0ACK OF STRIPS

2ANGE P( TO 2ESOLUT P( M6 TO 2ESOLUT M6 M6 4EMPERATURE TO Âª# 2ESOLUT Âª# !UTOMATIC OR POINTS CALIBRATION WITH MEMORISED BUFFERS !UTOMATIC TEMPERATURE COMPENSATION 0OWER SUPPLY 6 BATTERY HOURS USE 3UPPLIED COMPLETE WITH ELECTRODE TEMPERATURE PROBE BATTERY CALIBRATION SOLUTIONS 7EIGHT G

3ULPHATE #ONTENT 2APID -ETHOD 34!.$!2$ "3 5SED TO DETERMINE THE SULPHATE IONS IN AQUEOUS SOLUTIONS OF SAND AND FINE AGGREGATES ! 3ULPHATE 4EST 3TRIPS DETECTION RANGE TO MG L 0ACK OF STRIPS

! !

6 ./4% #OMPLETE RANGE OF P( METERS AT PAG MATERIAL TESTING EQUIPMENT

3/ ) , -/)3452% !.$ 0!24)#,% $%.3)49 /& 3/),3 !

SECTION 3

5NIVERSAL CARBIDE METER 34!.$!2$ "3 !!3(4/ 4 !34- $ 5.% &OR THE RAPID AND ACCURATE DETERMINATION OF MOISTURE CONTENT IN SOIL SAND GRAVEL AGGREGATES ETC BASED ON THE CALCIUM CARBIDE METHOD )T IS POSSIBLE TO VARY THE SAMPLE WEIGHT FROM TO G ACHIEVING A MOISTURE RANGE G G G 4HE BOTTLE IS CALIBRATED AND EQUIPPED WITH A SURFACE THERMOMETER 4HE GLASS AMPOULE CONTAINING THE CALCIUM CARBIDE IS BROKEN WHEN THE BOTTLE IS CLOSED AND SHAKEN GRANTING BETTER ACCURACY TO THE TEST 4HE INSTRUMENT COMPRISES THE TESTING BOTTLE WITH MANOMETER SMALL BALANCE AMPOULES OF REAGENT ACCESSORIES CASE $IMENSIONS X X MM 7EIGHT KG APPROX

# ! ! ! !

%ND /VER %ND SHAKER

0!24)#,% $%.3)49 /& 3/),3 34!.$!2$ "3 5SED TO DETERMINE THE PARTICLE DENSITY OF SOILS CONTAINING UP TO OF PARTICLES RETAINED ON A MM SIEVE )T ROTATES TWO GAS JARS AT APPROX RPM TO SATISFY "3 3TANDARD 4HE SHAKER IS EQUIPPED WITH AN ORIGINAL FRICTION DEVICE CONFORMING THE UNIT TO #% 3AFETY $IRECTIVE 3UPPLIED hWITHOUTv GAS JARS TO BE ORDERED SEPARATELY 0OWER SUPPLY 6 (Z PH 7 $IMENSIONS X X MM 7EIGHT KG

./4% /THER CARBIDE METER MODELS SEE PAG 30!2% 0!24 ! #ARBIDE !MPOULES PACK OF ! 6

-OISTURE DETERMINATION BALANCE G CAPACITY X G SENSITIVITY WITH TARE UP TO G 3AMPLES ARE DRIED BY A INFRARED LAMP WITH ADJUSTABLE HEAT CONTROL ! BUILT IN TIMER MIN SWITCHES OFF THE HEATER AT THE END OF THE DRYING CYCLE WHICH IS SIGNALED BY A BELL -OISTURE LOSS PERCENTAGE AND RESIDUAL MASS ARE READ DIRECTLY FROM THE LIGHTED SCALE 0OWER SUPPLY 6 PH (Z

MATERIAL TESTING EQUIPMENT

!##%33/2)%3 ! '!3 *!2 TO DETERMINE THE SPECIFIC GRAVITY OF SOILS #OMPLETE WITH GLASS COVER $IAMETER MM BY MM HEIGHT 7EIGHT KG

! 25""%2 "5.' FOR THE GAS JAR ! # 3%0!2!4% #/.42/, 0!.%, COMPLETE WITH /. /&& SWITCH TIMER FUSE ELECTRIC PROTECTIONS

3/), 30%#)&)# '2!6)49 /& 3/),3

$ESICCATORS BOROSILICATE GLASS #OMPLETE WITH PERFORATED PORCELAIN PLATE

7ATER BATH DIGITAL 34!.$!2$ "3 &OR THE DETERMINATION OF PARTICLE DENSITY PYKNOMETER METHOD ACCORDING TO "3 3PECIFICATIONS AND FOR GENERAL LABORATORY PURPOSES !LL STAINLESS STEEL MADE WITH WOOL INSULATION AND WATER CIRCULATION ELECTRIC STIRRER THE BATH ENSURES AN UNIFORM AND CONSTANT TEMPERATURE #OMPLETE WITH DIGITAL THERMOSTAT AND DUAL SAFETY THERMOSTAT WITH HIGHER THERMIC THRESHOLD ENSURING SAFE WORKING CONDITIONS ! COOLING DEVICE TO BE CONNECTED TO THE WATER NET IS USED WHEN ROOM TEMPERATURE EXCEEDS THE REQUESTED ONE #APACITY LITRES 4EMPERATURE RANGE AMBIENT TO Âª# ACCURACY Âª# )NTERNAL DIMENSIONS X X MM /VERALL DIMENSIONS X X MM 0OWER SUPPLY 6 PH (Z 7 7EIGHT KG APPROX

WITHOUT VACUUM

WITH VACUUM

! $IA MM ! $IA MM ! $IA MM

!##%33/29 6 $ESICCATORS SALTS 3ILICA GEL BOX G

! !

SECTION 3

#ONE PYKNOMETER

34!.$!2$ "3 5SED FOR THE DETERMINATION OF SPECIFIC GRAVITY AND WATER ABSORPTION OF SANDS AND FINE AGGREGATES 'LASS JAR WITH ALUMINIUM CONE AND RUBBER SEAL #APACITY KG

3PECIFIC GRAVITY BOTTLE 'AY ,USSAC TYPE 34!.$!2$3 "3 !34- $ !!3(4/ 4 .& 0 .& 0 0YREX GLASS MADE COMPLETE WITH CAPILLARY TUBE STOPPER THESE BOTTLES ARE USED TO DETERMINE THE SPECIFIC GRAVITY AND DENSITY OF FINE SOILS AND FILLER IN FINE AGGREGATES -/$%,3 6 #APACITY ML 6 #APACITY ML 6 #APACITY ML 6 #APACITY ML

3AND ABSORPTION CONE AND TAMPER 34!.$!2$ "3 5SED TO DETERMINE THE SPECIFIC GRAVITY AND WATER ABSORPTION OF FINE AGGREGATES 7EIGHT G APPROX

6 6

!SPIRATOR PUMP 4O BE CONNECTED TO THE WATER NET WITH A MINIMUM PRESSURE OF KG CMQ IT PRODUCES A MODERATE VACUUM PRESSURE 7EIGHT G MATERIAL TESTING EQUIPMENT

3/ ) , 3 +)4 COMPLETE SET

0ARTICLE SIZE ANALYSIS OF SOILS

SECTION 3

(YDROMETER METHOD 34!.$!2$3 !34- $ !!3(4/ 4 5.% 4HIS EQUIPMENT IS USED TO DETERMINE THE QUANTITATIVE SIZE DISTRIBU TION OF VERY FINE PARTICLE IN SOILS SUCH AS CLAY AND SILT

3 +)4 4HE COMPLETE SET COMPRISES 3 (9$2/-%4%2 *!2 ML CAPACITY PIECES 6 3/), (9$2/-%4%2 ( RANGE TO G ML WITH DIV 3 ',!33 4!.+ DIMENSIONS X X MM 3 (%!4%2 hPROFESSIONAL TYPEv COMPLETE WITH THER MOSTAT COOLING COIL CIRCULATION UNIT 6 PH (Z 7 3 ',!33 4(%2-/-%4%2 RANGE n ª# SUBDIV ª# 6 "%!+%2 PYREX ML CAPACITY 6 3/$)5- (EXAMETAPHOSPHATE G 3 +)4 ()'( 30%%$ 34)22%2 RPM COMPLETE WITH CUP PADDLE ANTI SPLASH BAFFLE FOR DISPERSING SOIL PARTICLES IN WATER 6 PH (Z 4OTAL WEIGHT KG APPROX ./4% EACH ITEM CAN BE ORDERED SEPARATELY

!##%33/2)%3 6 3/), (9$2/-%4%2 ( RANGE TO G L ALTERNATIVE TO MOD 6 3 "5.' RUBBER FOR THE CYLINDER 3 3 34)22%2 MANUAL FOR CYLINDERS ML CAPACITY MOD 3 # 3%0!2!4% #/.42/, 0!.%, COMPLETE WITH ON OFF SWITCH AND ELECTRIC PROTECTIONS TO GET 3 HEATER TO #% 3AFETY $IRECTIVE

!##%33/2)%3 TO .& 0 3TANDARD 3 (9$2/-%4%2 *!2 ML CAPACITY

¢ MM GRADUATED AT ML 3 34)22%2 -!.5!, MM LONG FOR CYLINDERS ML CAPACITY MOD 3 6 3/), (9$2/-%4%2 TO G ML 30!2% 0!243 FOR 3 +)4 3TIRRER 3 !NTI SPLASH BAFFLE 3 0ADDLE 3 #UP BEAKER

3 +)4 MATERIAL TESTING EQUIPMENT

3 3 +)4

3 +)4 COMPLETE SET

3 +)4

0ARTICLE SIZE DISTRIBUTION 0IPETTE METHOD

"LUE METHYLENE TEST SET

34!.$!2$ "3 4HIS EQUIPMENT IS USED TO DETERMINE THE QUANTITATIVE SIZE DISTRIBU TION OF VERY FINE PARTICLE IN SOILS LIKE CLAY AND SILT

#,!9 #/.4%.4 ). &).% !''2%'!4%3 34!.$!2$3 %. .& 0 5.) 5.% 5TILIZED TO DETERMINE THE CLAY CONTENT IN THE FINE PORTIONS OF THE AGGREGATES 4HE SET COMPRISES 3 %LECTRIC STIRRER ADJUSTABLE FROM TO RPM COM PLETE WITH MM DIA PROPELLER 6 PH (Z 3 3UPPORT BASE FOR STIRRER 3 "URETTE X ML WITH STOPCOCK 3 3UPPORT BASE FOR BURETTE 3 0AN X X MM 3 &ILTER PAPER MM DIA PACK OF 3 'LASS ROD DIA X MM 3 ML CAPACITY PLASTIC BEAKER 6 -ETHYLENE BLUE G 6 +AOLINITE G 4OTAL 7EIGHT KG

4HE COMPLETE SET COMPRISES 3 !.$2%!3%. 0)0%44% ML CAPACITY FOR AN ACCURATE EXTRACTION OF THE QUANTITIES OF SOIL IN SUSPENSION FOR ANALYSIS 3 0)0%44% 34!.$ TO ACCURATELY RAISE AND LOWER THE PIPETTE WITH NO TRANSMISSION OF VIBRATION TO NOT DISTURB THE SAMPLE SUSPENSION 7EIGHT KG 3 3%$)-%.4!4)/. #9,).$%2 ML CAPACITY 3 25""%2 "5.' FOR CYLINDER 3 %6!0/2!4).' $)3( GLASS DIA BY MM HEIGHT 6 3/), (9$2/-%4%2 LONG STEM TO G ML "3 .& 3 ',!33 4!.+ DIMENSIONS X X MM 3 (%!4%2 hPROFESSIONAL TYPEv COMPLETE WITH THERMO STAT COOLING COIL CIRCULATION UNIT 6 PH (Z 7 3 4(%2-/-%4%2 RANGE Âª# SUBD Âª# 4OTAL WEIGHT KG APPROX

SECTION 3

3/),

./4% EACH ITEM CAN BE ORDERED SEPARATELY !##%33/29 3 !54/-!4)# $)30%.3%2 ML X ML GRAD #APACITY ML AS AN ALTERNATIVE TO THE "URETTE 3 3 3

./4% EACH ITEM CAN BE ORDERED SEPARATELY !##%33/2)%3 3 !.$2%!3%. 0)0%44% CAPACITY ML # 3EPARATE CONTROL PANEL COMPLETE WITH ON OFF SWITCH AND ELECTRIC PROTECTIONS TO GET 3 HEATER TO #% 3AFETY $IRECTIVE ! %.$ /6%2 %.$ 3(!+%2 4ECHNICAL DETAILS SEE PAG

3 +)4 3

3 +)4

3 3 3 3

!UTOMATIC -ETHYLENE "LUE TESTER 4HIS INSTRUMENT DETERMINES AUTOMATICALLY THE QUANTITY OF CLAY IN SAND )T GRANTS ACCURATE AND REPEATABLE TEST RESULTS SAVING A LOT OF TIME APPROX MINUTES EACH TEST 4HE APPARATUS IS COMPOSED 3 BY PRECISION PUMP COLORIME TER CONTROL UNIT FILTERS LIQUIDS POWDER ACCESSORIES 0OWER SUPPLY 6 PH (Z $IMENSIONS X X MM APPROX 7EIGHT KG ABOUT MATERIAL TESTING EQUIPMENT

SECTION 3

3/ ) , 3 +)4

3 +)4

3AND EQUIVALENT TEST SET COMPLETE

3AND EQUIVALENT TEST SET SIMPLE

!33%33-%.4 /& &).% !''2%'!4%3 34!.$!2$3 %. .& 80 #.2 . 5.) 5.% 4HE SET COMPRISES 3 0LEXIGLASS MEASURING CYLINDER ENGRAVED AT AND MM PIECES

34!.$!2$3 5.) %. .& 80 5.) #.2 . 5.% 4HE SET COMPRISES 3 0LEXIGLASS MEASURING CYLINDER ENGRAVED AT AND MM PIECES

3 2UBBER STOPPER FOR CYLINDER PIECES 6 'RADUATED RULE MM STAINLESS STEEL 6 &UNNEL WIDE MOUTH 3 -EASURING CAN ML CAPACITY 6

0LASTIC BOTTLE LITRE CAPACITY

3 )RRIGATOR TUBE WITH STOPCOCK AND SYPHON ASSEMBLY %. !343 7EIGHTED FOOT ASSEMBLY FOR SAND LEVEL ! 3IEVE DIA MM OPENING MM

3 #ONCENTRATED STOCK SOLUTION ML 6

3TOP WATCH DIGITAL

3 2UBBER STOPPER FOR CYLINDER PIECES 6 'RADUATED RULE MM STAINLESS STEEL 6 &UNNEL WIDE MOUTH 3 -EASURING CAN ML CAPACITY 6

0LASTIC BOTTLE LITRE CAPACITY

3 )RRIGATOR TUBE WITH STOPCOCK AND SYPHON ASSEMBLY %. !343 7EIGHTED FOOT ASSEMBLY FOR SAND LEVEL 3 #ONCENTRATED STOCK SOLUTION ML 4OTAL 7EIGHT KG 3 +)4

3 #LAMP STAND SET TO HOLD THE SYPHON ASSEMBLY WITH BOTTLE 3 0ORTABLE CARRYING CASE DIMENSIONS X X MM 4OTAL 7EIGHT KG 3 +)4

3 +)4

3AND EQUIVALENT TEST SET SIMPLE 34!.$!2$3 !34- $ !!3(4/ 4 4HE SET COMPRISES THE ITEMS OF MOD 3 +)4 EXCEPT 3 3 3

0LEXIGLASS MEASURING CYLINDER ENGRAVED AT AND MM WITH TRANSPARENT ADHESIVE LABEL GRADUATED IN MM AND INCH PIECES -EASURING CAN ML CAPACITY 7EIGHTED FOOT ASSEMBLY FOR SAND LEVEL

./4% %ACH ITEM CAN BE ORDERED SEPARATELY 3 +)4

3AND EQUIVALENT TEST SET COMPLETE 34!.$!2$3 !34- $ !!3(4/ 4 4HE SET IS IDENTICAL TO MOD 3 +)4 EXCEPT 3 0LEXIGLASS MEASURING CYLINDER ENGRAVED AT AND MM WITH TRANSPARENT ADHESIVE LABEL GRADUATED IN MM AND INCH PIECES 3 -EASURING CAN ML CAPACITY 3 7EIGHTED FOOT ASSEMBLY FOR SAND LEVEL ! 3IEVE DIA MM OPENING MM MATERIAL TESTING EQUIPMENT

!##%33/2)%3 3

#ARRYING CASE PLASTIC HOUSING THE SAND EQUIVALENT SET MOD 3 +)4

OR 3 +)4 EXCEPT THE BOTTLE 6 3 -ETALLIC FUNNEL CONFORMING TO %. .& 80 5.) 3PECIFICATIONS

3/), !VAILABLE -ODELS 3 0,%8)',!33 -%!352).' #9,).$%2 ENGRAVED AT AND MM WITH TRANSPARENT ADHESIVE LABEL GRADUATED IN MM AND INCHES 34!.$!2$3 !34- $ !!3(4/ 4 ). !,4%2.!4)6% 3 3 ' 3 3 ' 0,%8)',!33 -%!352).' #9,).$%2 ENGRAVED AT AND MM WITH ADDITIONAL hENGRAVED SCALE FROM TO MMv 34!.$!2$3 !34- $ !!3(4/ 4

3 .

-OTORIZED SAND EQUIVALENT SHAKER 34!.$!2$3 %. !34- $ !!3(4/ 4 .& 80 5.% #.2 . 5.) 4HE UNIT PROVIDES A CONSTANT UNIFORM SHAKING WITH AUTOMATIC CYCLE TEST /SCILLATING EXCURSION IS MM AT Â&#x2022; ADJUSTABLE STROKES MIN RATE #OMPLETE WITH DIGITAL TIMER THAT AUTOMATICALLY STOPS THE SHAKER AT THE END OF THE TEST )T CANNOT BE SOLD IN #% MARKETS WITHOUT SECURITY CABINET SEE MODEL 3 . 0OWER SUPPLY 6 PH (Z 7 $IMENSIONS X X MM 7EIGHT KG

SECTION 3

-EASURING #YLINDERS

3 0,%8)',!33 -%!352).' #9,).$%2 ENGRAVED AT AND MM 34!.$!2$3 %. .& 80 #.2 . 5.) 5.%

3 . 3 3

3 .

-OTORIZED SAND EQUIVALENT SHAKER !S DESCRIBED BUT EQUIPPED WITH STEEL 3ECURITY #ABINET CONFORMING TO #% 3AFETY $IRECTIVE 7HEN OPENING CABINET S DOOR DURING SHAKER WORKING A MICROSWITCH AUTOMATICALLY STOPS THE MACHINE

3 . 3 3

3AND EQUIVALENT SHAKER HAND OPERATED 34!.$!2$3 %. !34- $ .& 80 !!3(4/ 4 5.) 5.% (AND OPERATED WORKING THROUGH HANDWHEEL #OMPLETE WITH MECHANICAL STROKES COUNTER $IMENSIONS X X MM APPROX 7EIGHT KG APPROX

3 MATERIAL TESTING EQUIPMENT

SECTION 3

3/ ) ,

3 3

,)15)$ ,)-)4 CASAGRANDE METHOD 34!.$!2$3 !34- $ !!3(4/ 4 "3 5.) #%. )3/ 43 5.) .& 0 5.% 5SED TO EVALUATE THE RELATIONSHIP BETWEEN THE MOISTURE PERCENT AGE OF A SOIL SAMPLE AND THE NUMBER OF BLOWS REQUIRED TO CLOSE A GROOVE MADE INTO THE SOIL AND THEREFORE TO DETERMINE WHEN A CLAY SOIL CHANGES FROM A PLASTIC TO A LIQUID STATE 4HE UNIT COMPRISES A REMOVABLE BRASS CUP WHICH THROUGH A CAM DEVICE DROPS ON A BAKELITE BASE OR HARD RUBBER BASE 3UPPLIED COMPLETE WITH DROPS COUNTER BUT WITHOUT GROOVING TOOL WHICH HAS TO BE ORDERED SEPARATELY 4HE INSTRUMENT IS AVAILABLE IN TWO VERSIONS HAND OPERATRED THROUGH CRANK LEFT OR RIGHT SIDE MOTOR OPERATED AT DROPS MIN SPEED ENSURING BETTER UNIFORMITY AND ACCURACY -/$%,3 3

,IQUID LIMIT DEVICE (AND OPERATED WITH hLEFT SIDE CRANKv AND HARD RUBBER BASE 34!.$!2$3 !34- $ "3 5.) !!3(4/ 4 5.% 5.) #%. )3/ 43 7EIGHT KG

!##%33/2)%3 3 2OUGH BRASS CUP WITH CENTRAL SMOOTH BAND MM WIDE AS REQUESTED BY .& 0 3TANDARD USED FOR SOILS HAVING LOW PLASTICITY 3 'ROOVING TOOL TO 5.) !!3(4/ 4 3PEC 3 'ROOVING TOOL TO !34- $ 3PECIFICATIONS 3 0 'ROOVING TOOL HARD PLASTIC MADE 0ACK OF PCS 3TANDARD !34- $ 3 'ROOVING TOOL TO .& 0 3PECIFICATIONS 3 'ROOVING TOOL TO "3 3PECIFICATION 3 0 'ROOVING TOOL HARD PLASTIC MADE 0ACK OF PCS 3TANDARD "3

,IQUID LIMIT DEVICE (AND OPERATED SAME TO MOD 3 BUT WITH hRIGHT SIDE CRANKv 34!.$!2$3 !34- $ "3 !!3(4/ 4 5.) 5.) #%. )3/ 43 3

,IQUID LIMIT DEVICE

3 0 3

(AND OPERATED WITH BAKELITE BASE CHROMED CUP 34!.$!2$ .& 0 7EIGHT KG 3

,IQUID LIMIT DEVICE -OTOR OPERATED WITH HARD RUBBER BASE 34!.$!2$3 !34- $ "3 !!3(4/ 4 5.) 5.) #%. )3/ 43 0OWER SUPPLY 6 PH (Z 7EIGHT KG 3

,IQUID LIMIT DEVICE 34!.$!2$ .& 0 -OTOR OPERATED WITH BAKELITE BASE CHROMED CUP 0OWER SUPPLY 6 PH (Z 7EIGHT KG MATERIAL TESTING EQUIPMENT

30!2% 0!243 3 "RASS CUP !34- "3 5.) 5.% !!3(4/ 3 #HROMED CUP .& 0 3 #OUPLING PIECE BETWEEN CUP AND DEVICE HAND OPERATED MODELS 3 #OUPLING PIECE BETWEEN CUP AND DEVICE MOTOR OPERA TED MODELS

3/), 3 34!.$!2$3 !34- $ !!3(4/ 4 5.) 5.% .& 80 "3 5SED TO DETERMINE THE MAXIMUM MOISTURE CONTENT AT WHICH THE SOIL DOES NOT SHRINK AFTER DRYING THE SAMPLE #OMPLETE WITH CARRYING CASE 4HE SET COMPRISES 6 3HRINKAGE DISH DIA X MM PIECES 6 #RYSTALLIZING DISH DIA X MM 3 3HRINKAGE PRONG PLATE MADE FROM PLEXIGLASS MATERIAL WITH THREE METAL PRONGS 3 'LASS EVAPORATING DISH DIA MM FLAT BOTTOM 6 'RADUATED CYLINDER ML CAPACITY 6 &LEXIBLE SPATULA MM BLADE 7EIGHT KG

./4% %ACH ITEM CAN BE ORDERED SEPARATELY

0LASTIC LIMIT

SECTION 3

3HRINKAGE LIMIT

34!.$!2$3 !34- $ !!3(4/ 4 "3 5.) 5.% .& 0 #%. )3/ 43 4HE PLASTIC LIMIT DETERMINES THE LOWEST MOISTURE CONTENT OF A SOIL BY WICH A SAMPLE CAN BE ROLLED INTO THREADS MM DIA WITHOUT BREAKING THE SAME NEITHER LONGITUDINALLY OR TRANSVERSELY 4HE SET COMPLETE WITH CARRYING CASE COMPRISES 3 'LASS PLATE X X MM 3 2OD CALIPER MM DIA 6 -IXING PORCELAIN DISH MM DIA 6 &LEXIBLE SPATULA MM BLADE 6 !LUMINIUM MOISTURE TINS DIA X MM 1 TY 7EIGHT KG ./4% %ACH ITEM CAN BE ORDERED SEPARATELY

!##%33/2)%3 3 'LASS 0LATE X MM GRADUATED EACH MM WITH BRASS SPACER MM TO MEASURE THE DIAMETER OF THE SOIL SAMPLE TO MM Â¢ ACCORDING TO .& 0 3

'LASS PLATE X X MM

,INEAR SHRINKAGE 34!.$!2$ "3 -OULD TO PRODUCE A SPECIMEN OF MM LONG X MM RADIUS 4HIS TEST COVERS THE DETERMINATION OF LINEAR SHRINKAGE OF SOILS AND INDICATES THE PLASTIC PROPERTIES OF SOILS WITH A LOW CLAY CONTENT 7EIGHT G APPROX

3 3 MATERIAL TESTING EQUIPMENT

3/ ) , #ONE PENETROMETER METHOD FOR

SECTION 3

,IQUID ,IMIT DETERMINATION 34!.$!2$3 #%. )3/ 43 "3 .& 0 3HEAR 3TRENGTH DETERMINATION 34!.$!2$ #%. )3/ 43 ,)15)$ ,)-)4 4HE TEST IS BASED ON THE RELATIONSHIP BETWEEN THE MOI STURE CONTENT AT WHICH CLAY SOILS PASS FROM A PLASTIC TO A LIQUID STATE 4HIS VALUE IS OBTAINED FROM THE PENETRA TION CAPACITY OF THE STANDARD CONE ALLOWED TO FREE FALL INTO THE SAMPLE FOR A PERIOD OF SECONDS 3(%!2 342%.'4( 4HE CONE PENETROMETER IS ALSO SUITABLE TO MEASURE THE SHEAR UNDRAINED STRENGTH 3 +)4 OF UNDISTURBED AND RECON STITUTED SOIL SAMPLES AS PER #%. )3/ 43 3TANDARD

3 +)4 "

-/$%,3 3 +)4

#ONE DIAL PENETROMETER 4HE CONE PENETROMETER CONSISTS OF !LUMINIUM BASE WITH LEVELLING SCREWS AND SPIRIT LEVEL #HROMED VERTICAL ROD WITH hMICROMETRIC VERTICAL DISPLACEMENT DEVICEv $IAL GAUGE MM DIAMETER GRADUATED IN Âª DIVISION MM 3LIDER BRASS MADE WITH FREE FALL STOP AND RELEASE PUSH BUTTON AUTOMATIC ZERO SET 3TAINLESS STEEL PENETRATION TEST CONE MM LONG Âª ANGLE 7EIGHT G 4WO BRASS CUPS DIA X MM AND X MM $IMENSIONS X X MM 7EIGHT KG APPROX

3 +)4

3EMIAUTOMATIC CONE DIAL PENETROMETER "ASICALLY STRUCTURED AS MOD 3 +)4 BUT EQUIPPED WITH A MAGNETIC CONTROLLER DEVICE WITH ELECTRONIC DIGITAL PROGRAMMABLE TIMER THAT AUTOMATICALLY RELEASES THE PLUNGER HEAD AND ENSURES FREE FALLING OF THE CONE DURING THE SECONDS TEST 3UPPLIED COMPLETE 0OWER SUPPLY 6 PH (Z 7 $IMENSIONS X X MM 7EIGHT KG APPROX MATERIAL TESTING EQUIPMENT

30!2% 0!243 3 4EST CONE MM LONG AND Âª ANGLE 3 7EIGHT G TO BE ADDED TO THE CONE Âª ANGLE TO GET A TOTAL WEIGHT OF G 6 "RASS CUP DIA X MM 6 "RASS CUP DIA X MM

3/), #ONE PENETROMETER METHOD FOR

,)15)$ ,)-)4 4HE TEST IS BASED ON THE RELATIONSHIP BETWEEN THE MOISTURE CONTENT AT WHICH CLAY SOILS PASS FROM A PLASTIC TO A LIQUID STATE 4HIS VALUE IS OBTAINED FROM THE PENETRATION CAPACITY OF THE STANDARD CONE ALLOWED TO FREE FALL INTO THE SAMPLE FOR A PERIOD OF SECONDS 3(%!2 342%.'4( 4HE CONE PENETROMETER IS ALSO SUITABLE TO MEASURE THE SHEAR UNDRAINED STRENGTH OF UNDISTURBED AND RECONSTITUTED SOIL SAMPLES AS PER #%. )3/ 43 3TANDARD

SECTION 3

,IQUID ,IMIT DETERMINATION 34!.$!2$3 #%. )3/ 43 "3 .& 0 3HEAR 3TRENGTH DETERMINATION 34!.$!2$ #%. )3/ 43

3 +)4 3 +)4 "

-/$%,3 3 +)4

#ONE DIGITAL PENETROMETER 4HE CONE PENETROMETER CONSISTS OF !LUMINIUM BASE WITH LEVELLING SCREWS AND SPIRIT LEVEL #HROMED VERTICAL ROD WITH hMICROMETRIC VERTICAL DISPLACEMENT DEVICEv $IGITAL READOUT OF THE PENETRATION VALUES 2EADINGS IN MM AND INCH WITH MM RESOLUTION ,#$ DIGITS DISPLAY WITH ZERO SET IN ANY POSITION 0OWER 6 BATTERY 3LIDER BRASS MADE WITH FREE FALL STOP AND RELEASE PUSH BUTTON AUTOMATIC ZERO SET 3TAINLESS STEEL PENETRATION TEST CONE MM LONG Âª ANGLE 7EIGHT G 4WO BRASS CUPS DIA X MM AND X MM $IMENSIONS X X MM 7EIGHT KG APPROX 3 +)4

!##%33/2)%3 3 4%34 '!5'% TO CHECK THE CONDITION OF THE CONE POINT Âª ANGLE " -)22/2 TO FACILITATE THE HEIGHT ADJUSTMENT OF THE CONE 3 4%34 #/.% Âª ANGLE AND G WEIGHT LIQUID LIMIT AND SHEAR STRENGTH TESTS 3 4%34 '!5'% TO CHECK THE CONDITION OF THE CONE POINT Âª ANGLE 3 7%)'(4 G TO BE ADDED TO THE CONE Âª ANGLE TO GET A TOTAL WEIGHT OF G SHEAR STRENGTH TEST 30!2% 0!243 3 4EST CONE MM LONG AND Âª ANGLE 3 7EIGHT G TO BE ADDED TO THE CONE Âª ANGLE TO GET A TOTAL WEIGHT OF G 6 "RASS CUP DIA X MM 6 "RASS CUP DIA X MM

3EMIAUTOMATIC CONE DIGITAL PENETROMETER "ASICALLY STRUCTURED AS MOD 3 +)4 BUT EQUIPPED WITH A MAGNETIC CONTROLLER DEVICE WITH ELECTRONIC DIGITAL PROGRAMMABLE TIMER THAT AUTOMATICALLY RELEASES THE PLUNGER HEAD AND ENSURES FREE FALLING OF THE CONE DURING THE SECONDS TEST 3UPPLIED COMPLETE 0OWER SUPPLY 6 PH (Z 7 $IMENSIONS X X MM 7EIGHT KG APPROX

MATERIAL TESTING EQUIPMENT

3/ ) , 02/#4/2 4%34 -/)3452% $%.3)49 2%,!4)/.3()0 34!.$!2$3 %. !34- $ $ $ !!3(4/ 4 4 4 "3 #.2 .Âª .& 0 0 $). .,4 5.%

0ROCTOR MOULDS 5SED FOR DETERMINING THE RELATIONSHIP BETWEEN THE MOISTURE CONTENT AND DENSITY OF COMPACTED SOILS 3TEEL MADE COMPLETE WITH MOULD BODY COLLAR AND BASE PLATED AGAINST CORROSION $IFFERENT PROCTOR MOULD MODELS ARE AVAILABLE ACCORDING TO THE VARIOUS INTERNATIONAL 3TANDARDS IN USE

SECTION 3

-/$%,3

#ODE

$ESCRIPTION 0ROCTOR -OULD

3TANDARDS

)NT DIA MM

"ODY HEIGHT MM

6OLUME ML

7EIGHT KG

3 3 3 3

3TANDARD -ODIFIED

!34- !!3(4/ .& #.2

!34- !!3(4/ #.2

3PLIT 3TANDARD 3PLIT -ODIFIED

!34- !!3(4/ .& #.2 !34- !!3(4/ #.2

3 +)4 -ODIFIED

3 +)4 3PLIT -ODIFIED

3TANDARD

5.%

3 +)4 -ODIFIED

5.% .,4

%. EQUIPARABILE ALLE $).

Â¢

3 +)4 -ODIFIED 3 3PLIT 3TANDARD 3 +)4 3PLIT 3TANDARD

%. EQUIPARABILE ALLE $).

Â¢

%. EQUIPARABILE ALLE $).

Â¢

%. EQUIPARABILE ALLE $).

Â¢

%. EQUIPARABILE ALLE $).

Â¢

3TANDARD

,ARGE 3IZE

3 +)4

3 Â&#x2022; 3 MATERIAL TESTING EQUIPMENT

3 +)4

3/), 02/#4/2 2!--%23 5SED TO COMPACT THE SOIL SAMPLE INTO THE MOULD 4HE SPHERICAL HAND KNOB IS FROM BAKELITE WITH METAL SCREW AND PROTECTION RING NUT GUIDE SLEEVE WITH VENT HOLES 4HE RAMMERS ARE STEEL MADE PLATED AGAINST CORROSION AVAILABLE IN DIFFERENT MODELS ACCORDING TO THE VARIOUS )NTERNA TIONAL 3TANDARDS IN USE )N ALTERNATIVE TO THE RAMMERS THE AUTOMATIC COMPACTOR MOD 3 SEE PAG CAN BE USED

#ODE

$ESCRIPTION

3TANDARDS

2AMMER DIA MM

&ALL HEIGHT MM

2AMMER WEIGHT KG

4OTAL WEIGHT KG

3TANDARD 0ROCTOR RAMMER

!34- !!3(4/ #.2 5.% .&

3TANDARD 0ROCTOR RAMMER

%. COMPARABLE TO "3

Â¢

-ODIFIED 0ROCTOR RAMMER

!34- !!3(4/ #.2 5.% .,4 .&

-ODIFIED 0ROCTOR RAMMER

%. COMPARABLE TO "3

Â¢

0ROCTOR RAMMER ,ARGE 3IZE

Â¢

SECTION 3

-/$%,3

3TEEL PLATE COMPACTION DISK 34!.$!2$3 %. $). 5SED TO COMPACT THE %. MOULDS IT IS SUPPLIED COMPLETE WITH 4 HANDLE PLATED AGAINST CORROSION -/$%,3 3 0,!4% DIA MM THICKNESS MM

3 0,!4% DIA MM THICKNESS MM 3 0,!4% DIA MM THICKNESS MM

3 3

#UTTING COLLAR #OUPLED TO THE 0ROCTOR MOULD BODY IT GETS EASIER THE SOIL SAMPLING -/$%,3 3 $IA v 3 $IA v 3

3 5.)6%23!, %8425$%2 FOR MOULDS DIA MM v v 4ECHNICAL DETAILS AT PAG MATERIAL TESTING EQUIPMENT

3/ ) , 3

!UTOMATIC PROGRAMMABLE 02/#4/2 #"2 #OMPACTOR WITH MICROPROCESSOR

hHIGH TECHNOLOGYv

SECTION 3

34!.$!2$3 %. !34- $ $ $ !!3(4/ 4 4 4 "3 .& 0 0 $). 5.% #.2 5.) #.2 . $54#( 2!7 %00 AND MOST )NTERNATIONAL 3TANDARDS

$ESIGNED TO COMPACT 0ROCTOR AND #"2 SPECIMENS IT ENSURES AN EXTREMELY UNIFORM COMPACTION DEGREE GRANTING RELIABLE AND REPEATABLE TEST RESULTS 4HE MICROPROCESSOR SOFTWARE ALLOWS TO SELECT AND TO PERFORM DIFFERENT COMPACTION CYCLES IN A FULLY AUTOMATIC SYSTEM BY STRICTLY MEETING THE MENTIONED )NTERNATIONAL 3TANDARDS 4HE BLOWS ARE AUTOMATICALLY DISTRIBUTED AS REQUESTED BY THE SELECTED 3TANDARD WITH TURNTABLE ROTATION AND RAMMER DISPLACE MENT THROUGH PHOTOELECTRIC CELL SENSORS AND MICROPROCESSOR 4OP QUALITY COMPONENTS AND HIGH ACCURACY MECHANICAL WORKINGS GRANT VERY LONG LIFE ALSO UNDER INTENSIVE UTILISATIONS 4HE DIGITAL CONTROL PANEL IS SEPARATE FROM THE MACHINE AND IT CAN BE 3 FIXED TO THE WALL OR MOUNTED ON A BENCH 4HE HIGH RESOLUTION GRAPHIC DISPLAY BLUE NEGATIVE X PIXELS VISUALIZES SELECTED 3TANDARD TOTAL NUMBER OF BLOWS EFFECTED AND REMAINING ONES TO END THE TEST AND EXECUTION OF EACH LAYER 4HE COMPACTOR IS EASY TO USE FRIENDLY MENU DRIVEN OF SIMPLE AND PRACTICAL MAINTENANCE 4HE USER CAN hSELECT AND MEMORIZE UP TO PERSONALIZED TEST CYCLESv THAT CAN BE LATER ON MODIFIED OR REPLACED BY OTHER ONES 4HIS IS A VERY IMPORTANT FUNCTION BECAUSE IT ALLOWS TO UPDATE THE #OMPACTOR TO NEW 3TANDARDS OR ANY 3TANDARD NOT INCLUDED IN THE MICROPROCESSOR OR FOR RESEARCH PURPOSES 4HE ORIGINAL LIFT SYSTEM OF THE RAMMER CAN BE SELECTED AT v OR v OR AT OR MM GRANTING A CORRECT AND CONSTANT FALL HEIGHT 2AMMER DROP SPEED BLOW EACH SECONDS

3 WITH MOULD AND RAMMER 4HE COMPACTOR ACCEPTS MOULDS HAVING DIA v AND v AND MM BOTH -ATEST MADE OR FROM OTHER PRODUCERS THANKS TO ITS UNIVERSAL MOULD FIXING SYSTEM

$ATA INTRODUCTION SCREEN MATERIAL TESTING EQUIPMENT

4HE MACHINE IS SUPPLIED hWITHOUT RAMMERSv TO BE ORDERED SEPA RATELY AND SELECTED ACCORDING TO THE DESIRED 3TANDARD RAMMERS ARE INTERCHANGEABLE .OT SELLABLE IN #% MARKETS SEE ACCESSORY SAFETY GUARDS MOD 3 0OWER SUPPLY 6 PH (Z 7 $IMENSIONS X XH MM 7EIGHT KG

.%%$%$ !##%33/2)%3 3 34!.$!2$ 2!--%2 MM DIA AND G WEIGHT 3 -/$)&)%$ 2!--%2 MM DIA AND G WEIGHT #ONFORMING TO %. "3 $). 5.% 3TANDARDS /2 3 34!.$!2$ 2!--%2 MM DIA AND G WEIGHT 3 -/$)&)%$ 2!--%2 MM DIA AND G WEIGHT #ONFORMING TO !34- $ $ $ $ $ .& 0 #.2 5.) #.2 . !3(4/ 4 4 4 /2 3 34!.$!2$ 2!--%2 Â¢ MM DIA AND Â¢ G WEIGHT 3 34!.$!2$ 2!--%2 Â¢ MM DIA AND Â¢ G WEIGHT #ONFORMING TO !3 !USTRALIAN 3TANDARD

4EST SCREENS

SECTION 3

3/),

!##%33/2)%3 3 3!&%49 '5!2$3 TO #% $IRECTIVE )F THE DOOR IS OPENED WHEN THE #OM PACTOR IS WORKING IT STOPS AUTOMATICALLY 3 3/5.$02//& 3%#52)49 #!").%4 STEEL MADE WITH MICROSWITCH COM PLYING TO #% 3AFETY $IRECTIVE LINED WITH SOUND PROOFING MATERIAL FOR NOISE REDUCTION )F THE DOOR IS OPENED WHILE THE #OMPACTOR IS WORKING IT AUTOMATI CALLY STOPS $IMENSIONS X X MM 7EIGHT KG APPROX

30!2% 0!243 3 #ALIBRATED ROD HOLDING THE RAMMER 3 +IT OF TWO DEVICES FIXING THE MOULD TO THE TABLE

3 3 WITH ACCESSORIES

MATERIAL TESTING EQUIPMENT

3/ ) , #!,)&/2.)! "%!2).' 2!4)/ #"2 34!.$!2$3 %. %. !34- $ !!3(4/ 4 #.2 5.) 5.% .& 0 0 0 "3 4HIS METHOD HAS BEEN DEVELOPED BY THE #ALIFORNIA 3TATE (IGHWAY $EPARTMENT AND IS NOW ACCEPTED BY ALMOST ALL THE )NTERNATIONAL 3TANDARDS IN FORCE 4HE TEST IS AIMED TO THE EVALUATION OF THE BEARING CAPACITY OF SOIL FOR FLEXIBLE PAVEMENT DESIGN IN ROAD CONSTRUCTION 4HE COMPACTION TEST CAN BE PERFORMED BOTH WITH THE MANUAL RAMMERS AND THE AUTOMATIC COMPACTOR MOD 3

SECTION 3

3 #"2 3%4 4/ !34- !!3(4/ #.2 5.) 5.% 34!.$!2$3

3 +)4 #"2 3%4 4/ .& 34!.$!2$

3 +)4 #"2 3%4 4/ "3 %. 34!.$!2$3 4HE #"2 EQUIPMENT STEEL MADE AND PLATED AGAINST CORROSION IS AVAILABLE IN DIFFERENT VERSIONS ACCORDING TO THE VARIOUS 3TANDARDS IN FORCE

3 +)4 #"2 3%4 4/ %. 34!.$!2$ MATERIAL TESTING EQUIPMENT

3/), 3TANDARDS

!34- $ #.2 5.) 5.% !!3(4/ 4

.& 0 .& 0 .&0

%. "3 "3

#"2 MOULD COMPLETE WITH COLLAR AND PERFORATED BASE $IA v MM X v MM HEIGHT 3 $IA MM X MM HEIGHT 3 +)4 $IA MM X MM HEIGHT 3 +)4 $IA MM X MM HEIGHT 3 +)4 3PLIT #"2 MOULD WITH COLLAR AND PEFORATED BASE $IA v MM X v MM HEIGHT 3 $IA MM X MM HEIGHT 3 +)4 $IA MM X MM HEIGHT 3 +)4

SECTION 3

$ESCRIPTION

3OLID BASE PLATE FOR #"2 MOULD 3 3 3 3 0ERFORATED BASE PLATE FOR #"2 MOULD 3 3 3 3 &ILTER SCREEN STAINLESS STEEL DIA MM MESH MM !34- Nª 3 3 3 3 3PACER DISC WITH h4v HANDLE $IA v MM X v MM HEIGHT 3 $IA X MM HEIGHT 3 $IA X MM HEIGHT 3 $IA X MM HEIGHT 3 $IA X MM HEIGHT 3 0ERFORATED SWEEL PLATE WITH ADJUSTABLE STEM 3 3 3 3 0LEIN SWELL PLATE 3 4RIPOD DIAL GAUGE SUPPORT 3 3 3 3 $IAL GAUGE MM RANGE MM SUBD 3 3 $IAL GAUGE MM RANGE MM SUBD 3 3 !NNULAR SURCHARGE WEIGHT G 3 !NNULAR SURCHARGE WEIGHT G 3 !NNULAR SURCHARGE WEIGHT G 3 3 3LOTTED SURCHARGE WEIGHT G 3 3PLIT SURCHARGE WEIGHT G 3 3PLIT SURCHARGE WEIGHT G 3 3 #UTTING EDGE 3 3 3 #OMPACTION RAMMER MM FALL HEIGHT MM WEIGHT KG 3 MM FALL HEIGHT MM WEIGHT KG 3 3 3 3TRAIGHT EDGE X X MM 3 3 3 3 3TRAIGHT EDGE CUTTING RIM X X MM 3 3 3 3 &ILTER PAPER DIA MM PACK OF 3 3 3 3 3OAKING TANK X X MM 3 3 3 3 5NIVERSAL EXTRUDER SEE PAG 3 3 3 3 MATERIAL TESTING EQUIPMENT

3/ ) , 3

$ETERMINATION OF STRENGTH OF STABILIZED SOIL

SECTION 3

6IBRATING COMPACTION HAMMER

34!.$!2$3 %. "3 "3 )T PROVIDES AN ALTERNATIVE METHOD FOR THE COMPACTION OF SOIL SAM PLES IN THE DETERMINATION OF DRY DENSITY MOISTURE CONTENT RELATION CALLED 0ROCTOR UNCONFINED COMPRESSIVE STRENGTH OF STABILIZED SOILS AND #"2 TESTS 4HIS HAMMER IS ALSO USED FOR THE COMPACTION OF ASPHALT IN THE PERCENTAGE REFUSAL DENSITY SEE PAG 3UPPLIED WITHOUT TAMPERS AND SUPPORT FRAME WHICH MUST BE ORDERED SEPARATELY 0OWER SUPPLY 6 PH (Z 7 $IMENSIONS X X MM 7EIGHT KG !##%33/2)%3 3 3UPPORTING FRAME FOR VIBRATING HAMMER 3TEEL MADE PLATED AGAINST CORROSION 7EIGHT KG " #"2 AND 0ROCTOR 4AMPING FOOT MM DIA

" 3HANK MM LONG

#/-02%33)6% 342%.'4( /& 3/), #%-%.4 -)8452%3 34!.$!2$ %. ! COMPRESSION MACHINE WITH SUITABLE MEASURING RANGE K. IS USED FOR COMPRESSION TESTS ON SOIL CEMENT CYLINDRICAL MIXTURE SPECIMENS 4HE CEMENT SEE PAG OR CONCRETE SEE PAG Â&#x2022; MACHINES ARE SUITABLE TO PERFORM THIS TEST

34!.$!2$3 %. .& 0 "3 5SED TO PREPARE SPECIMENS BOUND WITH CEMENTITIOUS BINDERS OR AGGREGATE MIXES FOR DETERMINATION OF THE 5NCONFINED COMPRESSIVE STRENGTH OF FINE AND MEDIUM GRAINED SOILS -ADE OF PLATED STEEL -/$%,3 3 -OULD DIA BY MM TO OBTAIN SPECIMEN DIA X MM HIGH OF FINE AND MEDIUM GRAINED SOIL .& 3 -OULD DIA BY MM TO OBTAIN SPECIMEN DIA X MM HIGH OF FINE AND MEDIUM %. "3 AND OF COARSE GRAINED SOIL .& 3 -OULD DIA BY MM TO OBTAIN SPECIMEN DIA X MM HIGH OF COARSE GRAINED SOIL %. "3 3 -OULD DIA BY MM TO OBTAIN SPECIMEN DIA X MM HIGH OF COARSE GRAINED SOIL %. "3 3 "ASE AND UPPER PISTON DIA BY MM 3 "ASE AND UPPER PISTON DIA BY MM 3 0ENETRATION AND DEMOULDING PISTON DIA BY MM 3 0ENETRATION AND DEMOULDING PISTON DIA BY MM 3 0ENETRATION AND DEMOULDING PISTON DIA BY MM 3 0ENETRATION AND DEMOULDING PISTON DIA BY MM 3 #OLLECTING CYLINDER DIA BY MM 3 #OLLECTING CYLINDER DIA BY MM 3 #OLLECTING CYLINDER DIA BY MM 3 #OLLECTING CYLINDER DIA BY MM 3 3ET OF DISPLACING COLLARS DIA BY MM 3 3ET OF DISPLACING COLLARS DIA BY MM 3 3ET OF DISPLACING COLLARS DIA BY MM 3 3ET OF DISPLACING COLLARS DIA BY MM 3 3ET OF DISPLACING COLLARS DIA BY MM 3 3ET OF DISPLACING COLLARS DIA BY MM 3 3ET OF DISPLACING COLLARS DIA BY MM 3 3ET OF DISPLACING COLLARS DIA BY MM 3 3ET OF DISPLACING COLLARS DIA BY MM 3 3ET OF DISPLACING COLLARS DIA BY MM 3 3ET OF DISPLACING COLLARS DIA BY MM 3 3ET OF DISPLACING COLLARS DIA BY MM 3 3ET OF DISPLACING COLLARS DIA BY MM

3 Â&#x2022; 3

MATERIAL TESTING EQUIPMENT

3/),

6)"2!4).' 4!",% -%4(/$ 4HIS TEST COVERS THE DETERMINATION OF THE MAXIMUM DRY DENSITY AND THE WATER CONTENT HUMIDITY DENSITY RATIO OF COHESIONLESS MIXTURES TO BE USED IN ROAD CONSTRUCTION AND WHERE THE MAX DENSITY BY THE IMPACT METHOD IS LOWER THAN THE VIBRATORY METHOD 4HE RELATIVE DENSITY SET IS PROPOSED IN TWO VERSIONS ACCORDING TO %. OR !34- 3PECIFICATIONS 3 +)4

2ELATIVE DENSITY OF COHESIONLESS SOILS 34!.$!2$ %. 4HE SET IS COMPOSED BY 3 6IBRATING ELECTROMAGNETIC TABLE DIMENSIONS X MM VIBRATION FREQUENCY RPM AMPLITUDE RANGE TO MM MAX LOAD CAPACITY KG COMPLETE WITH SEPARATE CONTROL PANEL 3 2ELATIVE DENSITY MOULD CU FT CAPACITY WITH ACCESSORIES 3 3URCHARGE WEIGHT AND BASE WITH HANDLE TO %. FOR THE CU FT MOULD 3 2ELATIVE DENSITY GAUGE MEASURING SET 0OWER SUPPLY 6 PH (Z 4OTAL WEIGHT KG APPROX 3 +)4

2ELATIVE DENSITY OF COHESIONLESS SOILS 34!.$!2$3 !34- $ $ 4HE SET IS COMPOSED BY 3 6IBRATING ELECTROMAGNETIC TABLE AS ABOVE DESCRIBED 3 2ELATIVE DENSITY MOULD CU FT CAPACITY ACCESSORIES 3 2ELATIVE DENSITY MOULD CU FT CAPACITY ACCESSORIES 3 3URCHARGE WEIGHT AND BASE WITH HANDLE TO !34- FOR THE CU FT MOULD 3 3URCHARGE WEIGHT AND BASE WITH HANDLE TO !34- FOR THE CU FT MOULD 3 2ELATIVE DENSITY GAUGE MEASURING SET 0OWER SUPPLY 6 PH (Z 4OTAL WEIGHT KG APPROX

$YNAMIC PLATE LOAD TEST 34!.$!2$ 'ERMAN CODE FOR SOILS ROCKS ROAD CON STRUCTIONS 40 "& 3T" PART " 5SED IN EARTHWORK AND ROAD CONSTRUCTION TO DETERMINE THE SOIL BEARING CAPACITY AND THE COMPACTION QUALITY OF SOILS AND NON COHESIVE SUBBASES AS WELL AS FOR SOIL IMPROVEMENT APPLICATIONS 4HE TEST METHOD IS SUITED FOR COARSE GRAIN AND MIXED GRAIN SOIL HAVING MAXIMUM GRAIN SIZE OF MM 4HE TEST METHOD MAY BE USED TO DETERMINE THE DYNAMIC MODULUS OF DEFORMATION ON SOIL IN THE RANGE %VD x -. M

SECTION 3

2%,!4)6% $%.3)49 /& #/(%3)/.,%33 3/),

!$6!.4!'%3 OVER THE STATIC PLATE LOAD TESTER )MMEDIATE EVALUATION OF EACH MEASUREMENT ,OW TESTER WEIGHT %ASY TO HANDLE 4IME SAVING 4ESTING IN LOCATIONS NOT REALLY ACCESSIBLE .O VEHICLE REQUIRED FOR LOADING "EING EASY TO HANDLE AND PROVIDING IMMEDIATE MEASURINGS RESULTS THE ,IGHT $ROP 7EIGHT 4ESTER IS ESPECIALLY SUITED FOR MONITORING INTRA COMPANY OPERATIONS )T FACILITATES QUICK DECISIONS FOR CONTINUING CONSTRUCTION WORK AT THE SITE 30%#)&)#!4)/.3 $ROP WEIGHT KG -AX IMPACT FORCE K. $URATION OF THE IMPACT MS ,OAD PLATE DIA X MM 3ETTLEMENT MEASURING RANGE TO MM 0OWER SUPPLY X 2 RECHARGEABLE BATTERIES 4HE TESTER IS SUPPLIED COMPLETE WITH LOADING UNIT LOAD PLATE WITH ACCELERATION TRANSDUCER ELECTRONIC SETTLEMENT METER WITH DISPLAYING OF DATE AND TIME IN CARRYING CASE 4HERMALPRINTER WITH ADDITIONAL INTERFACE FOR PRINTER 4OTAL WEIGHT KG !##%33/2)%3 3 $2/0 WEIGHT OF KG WITH MAX IMPACT FORCE OF . COMPLETE OF CALIBRATION CERTIFICATE 3 42!.30/24 #!24 COLLAPSIBLE FOR LONG DISTANCES AT THE SITE

3 +)4

3 "!3% 0,!4% 7)4( -!'.%4 FOR PROPER POSITIONING OF LOADING UNIT MATERIAL TESTING EQUIPMENT

3/ ) , 3 +)4

SECTION 3

5NCONFINED COMPRESSION TESTER 34!.$!2$3 !34- $ !!3(4/ 4 "3 4HIS HAND OPERATED TESTER UTILIZED BOTH ON SITE AND IN LABORATORY APPLIES THE LOAD BY A HANDWHEEL AND STRENGTH IS READ ON A PROVING RING KG CAPACITY 4HE APPARATUS CAN TEST SAMPLES UP TO DIA MM X MM HEIGHT 4HE 3 +)4 TESTER COMPRISES 3 #ONVERSION FRAME 3 -ECHANICAL JACK K. CAPACITY 3 ,OAD RING K. CAPACITY 3 5PPER LOWER COMPRESSION PLATENS WITH ACCESSORIES 3 $IAL GAUGE X MM 3 $IAL GAUGE HOLDER $IMENSIONS X X MM 7EIGHT KG

3 +)4

#"2 LOADING MACHINE HAND OPERATED FIELD MODEL 34!.$!2$3 !34- $ !!3(4/ 4 "3 .& 0 #.2 5.) 4HE LOAD IS APPLIED THROUGH A MECHANICAL JACK WITH HANDWHEEL 4HE UPPER BEAM CAN BE ADJUSTED IN HEIGHT 4HE 3 +)4 MACHINE COMPRISES 3 #ONVERSION FRAME 3 -ECHANICAL JACK K. CAPACITY 3 ,OAD RING K. CAPACITY 3 #"2 PENETRATION PISTON 3 $IAL GAUGE X MM 3 $IAL GAUGE HOLDER $IMENSIONS X X MM 7EIGHT KG APPROX

3 +)4 ./4% 4HE MACHINES DESCRIBED IN THIS PAGE INCLUDE SOME COMMON COM PONENT LIKE FOR EX THE MECHANICAL JACK MOD 3 )T IS THEREFORE POSSIBLE TO COMBINE THESE COMPONENTS FOR DIFFERENT MACHINES WITH SOME ECONOMICAL ADVANTAGE

3 +)4

&IELD #"2 TEST SET 34!.$!2$3 "3 !34- $ #.2 5.) .& 5SED TO DETERMINE QUICKLY AND EFFICIENTLY THE BEARING CAPACITY OF SOILS ON ROAD CONSTRUCTIONS FOUNDATIONS ROAD SUBGRADES ETC 4HE 3 +)4 TESTER COMPRISES 3 -ECHANICAL JACK K. CAPACITY 3 ,OAD RING K. CAPACITY 3 #"2 PENETRATION PISTON 3 $IAL GAUGE X MM 3 $IAL GAUGE HOLDER 3 $ATUM BAR MM LONG SLOTTED SURCHARGE WEIGHTS AND KG AND ANNULAR KG SET OF EXTENSION RODS X MM X MM ACCESSORIES WOODEN CARRYING CASE 7EIGHT KG APPROX MATERIAL TESTING EQUIPMENT

3 +)4

3/), #"2 4%34).' -!#().%3

3 +)4

#"2 LOADING MACHINE HAND OPERATED LABORATORY MODEL

#"2 LOADING MACHINE MOTORIZED K. 3PEED RATE MM MIN

,OAD IS APPLIED THROUGH A MECKANICAL JACK AND HANDWHEEL 5PPER BEAM CAN BE ADJUSTED IN HEIGHT &ORESEEN OF FAST APPROACH DEVICE OF THE BASE PLATE 4HE 3 +)4 #"2 MACHINE COMPRISES 3 #"2 LABORATORY FRAME 3 #"2 PENETRATION PISTON 3 ,OAD RING K. CAPACITY 3 $IAL GAUGE X MM 3 $IAL GAUGE HOLDER $IMENSIONI X X MM 0ESO KG

,OAD IS APPLIED THROUGH A SCREW JACK DRIVEN BY AN ELECTRIC MOTOR AT A COSTANT PENETRATION RATE OF MM MIN !34- "3 %. 3PEC ACHIEVED BY A BUILT IN GEAR BOX AND hASSURED ALSO UNDER LOADv 5PPER BEAM CAN BE ADJUSTED IN HEIGHT &ORESEEN OF FAST APPROACH DEVICE OF THE BASE PLATE AND ELECTRIC END OF STROKE SWITCHES OF THE LOAD PLATE TO SAVE THE MACHINE FROM WRONG MANIPULATIONS 4HE 3 +)4 #"2 MACHINE COMPRISES 3 #"2 MOTORIZED FRAME 3 #"2 PENETRATION PISTON 3 ,OAD RING K. CAPACITY 3 $IAL GAUGE X MM 3 $IAL GAUGE HOLDER 0OWER SUPPLY 6 PH (Z 7 $IMENSIONS X X MM 7EIGHT KG

SECTION 3

34!.$!2$3 %. !34- $ "3 !!3(4/ 4 #.2 5.) .& 0 5SED TO LOAD THE PENETRATION PISTON INTO THE SOIL SAMPLE AT A CONSTANT RATE OF MM MIN MM MIN TO "3 3PEC AND TO MEASURE THE APPLIED LOADS AND PISTON S PENETRATIONS AT DETERMINED INTERVALS -ATEST PROPOSES A WIDE RANGE OF MACHINES HAND OPERATED MOTORIZED DUAL SPEED UNIVERSAL MULTISPEED LOAD MEASUREMENT BY LOAD RING OR BY ELECTRIC LOAD CELL AND DIGITAL UNIT WITH 8 9 GRAPHIC RECORDER OF LOAD PENETRATION THROUGH 23 PORT TO 0#

3 +)4

!##%33/2)%3 3 #"2 2!4% ).$)#!4/2 5SED TO APPLY THE CORRECT RATE OF MM MIN PENETRATION TO HAND OPERATED #"2 MACHINE 3 +)4 0OWER SUPPLY 6 PH (Z 3 3

"2!+% $%6)#% IT HOLDS THE MAX APPLIED LOAD ON THE DIAL GAUGE OF THE LOAD RING WITH MANUAL ZERO SETTING 3UITABLE FOR 3 +)4 AND 3 +)4 MACHINES

3 %,%#42)# $%6)#% &/2 !54/-!4)# 34/0 OF THE #"2 MACHINE WHEN REACHING THE MAX CAPACITY LOAD 4O PREVENT ANY OVERLOAD DAMAGE THIS DEVICE IS MOUNTED ON THE PROVING RING OF THE 3 +)4 MACHINE xFOLLOWSx MATERIAL TESTING EQUIPMENT

SECTION 3

3/ ) , 3

5NIVERSAL MULTISPEED LOAD FRAME K.

#"2 -ARSHALL SPEEDS FRAME K.

4HIS MOTORIZED MACHINE WITH ELECTRONIC DIGITAL CONTROL BY MICRO PROCESSOR IS SUITABLE TO PERFORM ALL THE TESTS WHERE THE REQUESTED SPEED RATE IS WITHIN TO MM MIN WITH MAX LOAD OF K. )T CAN THEREFORE PERFORM s 5NCONFINED TEST WITH RATE OF MM MIN s #"2 TEST WITH RATE OF MM MIN s 1UICK TRIAXIAL s -ARSHALL TEST WITH RATE OF MM MIN s 3PLITTING TENSILE TEST ON -ARSHALL 3PECIMENS 4HE SPEED RATE IS INFINITELY VARIABLE EASILY AND PROMPTLY SELECTED 5PPER BEAM CAN BE ADJUSTED IN HEIGHT &ORESEEN OF ELECTRIC END OF STROKE SWITCHES OF THE LOAD PLATE TO SAVE THE MACHINE FROM WRONG MANIPULATIONS 3UPPLIED hWITHOUTv LOAD RING AND ACCESSORIES WHICH HAVE TO BE ORDERED SEPARATELY 0OWER SUPPLY 6 PH (Z 7 $IMENSIONS X X MM 7EIGHT KG

4HE FRAME IS PROVIDED OF TWO FIX SPEED RANGES EASILY SELECTABLE BY A GEAR MM MIN FOR #"2 TESTS MM MIN FOR -ARSHALL TESTS 5PPER BEAM CAN BE ADJUSTED IN HEIGHT &ORESEEN OF ELECTRIC END OF STROKE SWITCHES OF THE LOAD PLATE TO SAVE THE MACHINE FROM WRONG MANIPULATIONS 3UPPLIED hWITHOUTv LOAD RING AND ACCESSORIES WHICH HAVE TO BE ORDERED SEPARATELY 0OWER SUPPLY 6 PH (Z 7 $IMENSIONS X X MM 7EIGHT KG

!##%33/2)%3 FOR 3 AND 3 FRAMES #"2 TEST 3 0ENETRATION PISTON 3 3 ,OAD RING K. WITH ELECTRIC STOP SAFETY DEVICE 3 "RAKE DEVICE TO HOLD MAX LOAD 3 $IAL GAUGE X MM 3 $IAL GAUGE HOLDER -!23(!,, TEST 3 ,OAD PISTON " . 3TABILITY MOULD " &LOW METER " $IAL GAUGE FOR FLOW METER 3 3 ,OAD RING K. WITH ELECTRIC STOP SAFETY DEVICE 3 "RAKE DEVICE TO HOLD MAX LOAD 5.#/.&).%$ TEST 3 . 5PPER LOWER COMPRESSION PLATES DIA MM DISTANCE PIECE WITH ROD 3 $IAL GAUGE HOLDER 3 $IAL GAUGE X MM 3 3 ,OAD RING K. WITH ELECTRIC STOP SAFETY DEVICE 3 "RAKE DEVICE TO HOLD MAX LOAD MATERIAL TESTING EQUIPMENT

3 WITH ACCESSORIES FOR #"2 TEST

3 WITH ACCESSORIES FOR -ARSHALL TEST

3/), ,/!$ 4%34 &2!-%3

4ECHNICAL 3PECIFICATIONS 4HE FRAME IS THE SAME AS FOR THE PREVIOUS LOAD FRAMES MOD 3 +)4 TO 3 BUT THE LOAD IS MEASURED BY AN ELECTRIC K. CELL WITH HIGH PRECISION STRAIN TRANSDUCERS 4HE DEFORMATION FLOW IS MEASURED BY A DISPLACEMENT TRANSDUCER MM STROKE AND INDIPENDENT LINEARITY 4HE h#9"%2 0,53 %6/,54)/.v COMPUTERIZED MULTICHANNEL DIGITAL DISPLAY SYSTEM TECHNICAL DETAILS SEE MOD " . 3%4 AT PAG (ARDWARE TECHNICAL DETAILS AT PAG MEASURES AND DISPLAYS AT THE SAME TIME THE LOAD STABILITY IN K. AND THE DEFORMATION FLOW IN MM WITH PICK HOLD FEATURES AND POSSIBILITY TO PRINT CERTIFICATES AND GRAPHICS DIRECTLY ON A LASER PRINTER VIA 53" OR TO TRANSFER THEM TO 0# VIA %THERNET

SECTION 3

#"2 47/ 30%%$3 5.)6%23!, -5,4)30%%$ #/-").%$ 7)4( h#9"%2 0,53 %6/,54)/.v #/-054%2):%$ 4/5#( 3#2%%. $)')4!, $)30,!9 3934%-

!6!),!",% -/$%,3 3 +)4

#"2 DIGITAL COMPUTERIZED MACHINE 30%%$ 2!4% MM MIN 4ECHNICAL DETAILS OF THE FRAME SEE MOD 3 +)4 PAG 3500,)%$ #/-0,%4% EXCEPT THE SOFTWARE SEE NEXT PAGE

3 +)4 #"2 ACCESSORIES 3 +)4

#"2 -ARSHALL SPEED LOAD FRAME DIGITAL COMPUTERIZED 4HE FRAME IS PROVIDED OF TWO FIX SPEED RANGES EASILY SELECTABLE BY A GEAR MM MIN FOR #"2 TESTS MM MIN FOR -ARSHALL TESTS 4ECHNICAL DETAILS OF THE FRAME SEE MOD 3 PAG 3UPPLIED COMPLETE WITH h#YBER 0LUS %VOLUTIONv SYSTEM LOAD CELL AND DISPLACEMENT TRANSDUCER BUT hWITHOUTv ACCESSORIES AND 3OFTWARE FOR #"2 AND -ARSHALL TESTS TO BE ORDERED SEPARATELY SEE ACCESSORIES AT NEXT PAGE

3 +)4 #"2 ACCESSORIES

xFOLLOWSx MATERIAL TESTING EQUIPMENT

SECTION 3

3/ ) ,

3 +)4 WITH #"2 ACCESSORIES 3 +)4

5NIVERSAL MULTISPEED LOAD FRAME DIGITAL COMPUTERIZED 4ECHNICAL DETAILS OF THE FRAME SEE MOD 3 PAG 3UPPLIED COMPLETE WITH h#YBER 0LUS %VOLUTIONv SYSTEM TECHNICAL DETAILS SEE MOD " . 3%4 PAG (ARDWARE TECHNICAL DETAILS AT PAG LOAD CELL AND DISPLACEMENT TRANSDUCER BUT hWITHOUTv ACCESSORIES FOR #"2 -ARSHALL 5NCONFINED TESTS TO BE ORDERED SEPARATELY SEE ACCESSORIES !##%33/2)%3 &/2 4(% 30%%$3 !.$ 4(% -5,4)30%%$ ,/!$ &2!-%3 -/$ 3 +)4 !.$ 3 +)4 4/ 0%2&/2- #"2 TESTS 3 0ENETRATION PISTON -!23(!,, TESTS 3 ,OAD PISTON " . 3TABILITY MOULD CAST ALUMINIUM ALLOY 5.#/.&).%$ TEST 3 . 5PPER LOWER COMPRESSION PLATES

MM DIA DISTANCE PIECE WITH ROD 3/&47!2%3 &/2 4(% &2!-%3 #/-").%$ 7)4( h#9"%2 0,53 %6/,54)/.v 3934%- 3 . 3/&47!2% 54- 5NIVERSAL 4ESTING -ACHINE ,ICENCE FOR #"2 4EST 3TANDARDS %. #.2 5.) !34- $ "3 .& 0 3 . 3/&47!2% 54- 5NIVERSAL 4ESTING -ACHINE ,ICENCE FOR 5.#/.&).%$ TEST 3TANDARD !34- $ MATERIAL TESTING EQUIPMENT

" . 3/&47!2% 54- 5NIVARSAL 4ESTING -ACHINE ,ICENCE FOR -!23(!,, TEST 3TANDARDS %. #.2 . !34- $ "3 .& 0 " . 3/&47!2% 54- 5NIVERSAL 4ESTING -ACHINE ,ICENCE FOR 4%.3),% 30,)44).' TEST 3TANDARDS %. #.2 . !34- $ $ESCRIPTION AND TECHNICAL DETAILS OF 3OFTWARE 54- SEE PAG # .

'RAPHIC PRINTER ON THERMO PAPER ON BOARD

( 0%23/.!, #/-054%2 COMPLETE WITH ,#$ MONITOR v

KEYBOARD MOUSE CONNECTION CABLES INSTALLATION AND SETTING UP OF THE PURCHASED SOFTWARE # ,ASER PRINTER FOR THE GRAPHICS AND TEST CERTIFICATE PRINTING WITH DIRECT CONNECTION TO #YBER 0LUS

SECTION 3

3/),

MATERIAL TESTING EQUIPMENT

SECTION 3

3/ ) ,

" . 3%4 " . 3%4

#YBER 0LUS %VOLUTION h4OUCH 3CREENv !CQUISITION AND DATA PROCESSING SYSTEM CHANNELS $EVELOPED FOR THE IMPLEMENTATION AND UPGRADING OF ANY TYPE OF EXISTING MACHINES EVEN NOT MANUFACTURED BY -ATEST APPLICABLE TO #"2 LOADING MACHINE MOTORIZED MOD 3 +)4 5NIVERSAL MULTI SPEEDS LOAD FRAME MOD 3 #"2 -ARSHALL SPEEDS LOAD FRAME MOD 3 -ARSHALL MECHANICAL LOAD FRAME MOD " +)4 #YBER 0LUS %VOLUTION ALLOWS !CQUISITION UP TO ANALOGICAL DIGITAL CHANNELS LOAD CELL AND LINEAR DISPLACEMENT POTENTIOMETRIC VERTICAL AND OR HORIZONTAL TRANSDU CERS 4O PERFORM THE FOLLOWING TESTS #"2 4%34 %. #.2 5.) !34- $ "3 .& 0 5.#/.&).%$ 4%34 !34- $ -!23(!,, %. !34- $ #.2 . .& 0 "3 ).$)2%#4 4%.3),% 4%34 %. !34- $ $%4%2-).!4)/. /& 4(% 7!4%2 3%.3)"),)49 /& ")45-) ./53 30%#)-%.3 %. 2EMOTE CONTROL OF THE DIGITAL UNIT THROUGH 0# AND 54-)) SOFTWARE (ARDWARE SPECIFICATIONS INDEPENDENT CHANNELS AVAILABLE FOR THE LOAD CELLS OR POTEN TIOMETRICS TRANSDUCERS OR STAIN GAGES FOR LOAD DEFORMATION OR DISPLACEMENT MEASUREMENTS 3TABILIZED POWER SUPPLY OF THE ANALOGICAL CHANNELS 6CC AND 6CC !NALOGUE INPUT M6 AND 6 .OMINAL RESOLUTION BIT !CQUISITION UP TO READINGS FOR EACH CHANNEL 3AFETY DISCRETE /N OFF OUTPUT MATERIAL TESTING EQUIPMENT

'RAPHIC DISPLAY Â&#x2014; 6'! COLOUR 4OUCH 3CREEN 4IME AND CALENDAR SYSTEM

&IRMWARE SPECIFICATIONS )NSTANT VISUALIZATION OF THE LOAD MEASURED BY AN EXSTENSOMETRIC CELL )NSTANT VISUALIZATION OF THE DEFORMATION MEASURED BY LINEAR DISPLACEMENT TRANSDUCERS 6ISUALIZATION OF THE GRAPHIC OF THE TEST 6ISUALIZATION OF DATE AND TIME 3EMI AUTOMATIC CONFIGURATION AND CALIBRATION OF ALL TRANSDUCERS CONNECTED STEPS LINING THAT CAN BE SET BY THE ENDUSER !UTOMATIC CORRECTION OF THE AXIS ORIGIN FOR #"2 -ARSHALL TESTS !UTOMATIC CALCULATION AND VISUALIZATION OF ALL THE RESULTS ACCORDING TO THE 3TANDARD 3ETTING OF ALL THE PARAMETERS FOR TEST ALARMS ZERO THRESHOLD END TEST PERCENTAGE CALCULATION PARAMETERS 4IME DATE AND LANGUAGE SELECTION )TALIAN %NGLISH &RENCH 'ERMAN 3PANISH 0OLISH 5NLIMITED FILE FOR EACH TYPE OF TEST 3YMBOLS OF PUSHBUTTONS FUNCTIONS )NFORMATIVE MESSAGES PLANNING ALARMS LOAD CELL AND STRAIN TRAN SDUCER SETTING ETC 3AFETY FUNCTION FOR AUTOMATIC MACHINE STOP AT MAX REACHED LOAD AND DEFORMATION OF THE STRAIN TRANSDUCER 0RINTING OF THE RESULTS ON THE INCORPORATED THERMAL GRAPHIC PRIN TER ACCESSORY # . 4RANSFER AND MANAGEMENT VIA %THERNET OF THE FILED DATA OR REAL TIME (ARDWARE TECHNICAL DETAILS SEE PAG

3/), " . 3%4 IS COMPOSED BY " . #9"%2 0,53 %6/,54)/. 5NIT FOR DATA ACQUISITION AS DESCRIBED 0OWER SUPPLY 6 & (Z 3 ,/!$ #%,, K. CAPACITY WITH HIGH PRECISION STRAIN TRANSDUCERS COMPLETE WITH CABLE AND CONNECTOR

" . 3/&47!2% 54- 5NIVARSAL 4ESTING -ACHINE ,ICENCE FOR -!23(!,, TEST $ATA PROCESSING PROGRAM FOR h8 9 34!"),)49 &,/7v 3TANDARDS %. #.2 . !34- $ "3 .& 0

SECTION 3

3 ,).%!2 $)30,!#%-%.4 42!.3$5#%2 MM STROKE INDEPEN DENT LINEARITY COMPLETE WITH CABLE AND CONNECTOR !CCESSORIES FOR FIXING THE LOAD CELL AND TRANSDUCER TO THE TEST MACHINE 4HE SYSTEM IS SUPPLIED FULLY CALIBRATED WITH CALIBRATION CERTIFICATE AND READY FOR USE %VERY ITEM CAN BE ORDERED SEPARATELY

!##%33/2)%3 3 . 3/&47!2% 54- 5NIVERSAL 4ESTING -ACHINE ,ICENCE FOR #"2 4EST 3TANDARDS %. #.2 5.) !34- $ "3 .& 0 3 . 3/&47!2% 54- 5NIVERSAL 4ESTING -ACHINE ,ICENCE FOR 5.#/.&).%$ 4EST 3TANDARDS !34- $

" . 3/&47!2% 54- 5NIVERSAL 4ESTING -ACHINE ,ICENCE FOR ).$)2%#4 4%.3),% 342%.'4( 3TANDARDS %. #.2 . !34- $ $ESCRIPTION AND TECHNICAL DETAILS OF 3OFTWARE 54- SEE PAG

# . 'RAPHIC PRINTER ON THERMO PAPER ON BOARD ( 0%23/.!, #/-054%2 COMPLETE WITH ,#$ MONITOR v KEY BOARD MOUSE CONNECTION CABLES INSTALLATION AND SETTING UP OF THE PURCHASED SOFTWARE #

,ASER PRINTER FOR TEST CERTIFICATE AND GRAPHICS PRINTING WITH DIRECT CONNECTION TO #9"%2 0,53 MATERIAL TESTING EQUIPMENT

3/ ) , 3

5.)42/.)# K. 5.)6%23!, -5,4)0520/3% #/-02%33)/. &,%852!, !.$ 4%.3),% &2!-% &/2

SECTION 3

#/-02%33)/. &,%852!, 4%343 K. -!8 #!0!#)49 ,/!$ 4%.3),% 4%343 K. -!8 #!0!#)49 ,/!$ OPTION MOD 3 7)4( !54/-!4)# ,/!$ /2 $)30,!#%-%.4 $%&/2-!4)/. #/.42/, FOR TESTING 3OIL #"2 #ALIFORNIA "EARING 2ATIO

5.#/.&).%$ #/-02%33)/.

15)#+ 42)!8)!, !SPHALT -!23(!,, 30,)44).' 4%.3),% $)2%#4 3(%!2 ,EUTNER ON THE CONNECTION BETWEEN BITUMINOUS STRATA #ONCRETE &,%852% /. "%!-3 &,%852% /. 4),%3

4ECHNICAL DATA -AXIMUM COMPRESSION CAPACITY K. -AXIMUM TENSILE CAPACITY K. OPTION 3 !DJUSTABLE TESTING SPEED FROM TO MM MINUTE !DJUSTABLE PACE RATE FROM TO . SEC -AX RAM TRAVEL MM $AYLIGHT BETWEEN COLUMNS MM -AX VERTICAL DAYLIGHT MM 0OWER SUPPLY 6 & (Z 7 $IMENSIONS X X MM 7EIGHT KG APPROX

#EMENT &,%852% ON X X MM SPECIMENS

#/-02%33)/. ON CUBES MM 4%.3),% ON MORTAR BRIQUETTES OPTION MOD 3 -ETAL PLASTIC WIRES ROPES TEXTILES PAPERS ETC 4%.3),% 4%343 K. MAX CAPACITY LOAD OPTION MOD 3 #LAY BLOCKS 05.#().' 2OCK AND STONES 5.)!8)!, 30,)44).' 4%.3),% 6ARIOUS MATERIALS "Y USING SUITABLE DEVICES 5NITRONIC TESTER WITHIN THE LIMITS OF ITS MAX K. CAPACITY FOR COMPRESSION FLEXURAL AND K. FOR TENSILE SEE ACCESSORY 3 PERFORMS COMPRESSION FLEXURAL SPLITTING TENSILE AND DIRECT TENSILE TESTS WITH AUTOMATIC LOAD OR DISPLACEMENT DEFORMATION CONTROL

3 WITH LOAD CELL

4HE LOAD IS APPLIED BY A MECHANICAL JACK THAT IS DRIVEN BY A MOTOR hBRUSHLESS WITH CLOSED LOOP THROUGH OPTIC ENCODERv AND CONTROL LED BY A MICROPROCESSOR 3TROKE ELECTRIC END SWITCHES ARE APPLIED TO THE LOAD PISTON TO SAVE THE MACHINE FROM ACCIDENTAL HANDLINGS 4HE CONTROL PANEL IS PLACED FRONTALLY AND IT IS PROVIDED WITH A MEMBRANE HAVING MULTIFUNCTIONAL INTERACTIVE PUSHBUTTONS DRIVEN BY MENU A LARGE GRAPHIC DISPLAY AND 23 PORT FOR CONNECTION TO 0# (ARDWARE AND SOFTWARE SPECIFICATIONS .EGATIVE BLUE GRAPHIC DISPLAY h X PIXELv ANALOGUE ! $ OUTPUTS FOR TRANSDUCERS OR LOAD CELLS 0ERMANENT MEMORY AND CLOCK CALENDAR &ULLY AUTOMATIC TEST PROCESSING WITH REAL TIME ACQUISITION AND VISUALIZATION OF THE LOAD DISPLACEMENT OR DEFORMATION CURVE LOAD TIME DEFORMATION -EMORY OF MORE THAN TESTS WITH POSSIBILITY TO DISPLAY DELETE TESTS FROM THE FILE STORAGE -ULTI LANGUAGES FUNCTION )TALIAN %NGLISH &RENCH 3PANISH MATERIAL TESTING EQUIPMENT

!##%33/29 3

5.)42/.)# #OMPRESSION 4ENSILE 4HE 5NITRONIC FRAME 3 IS MODIFIED AND IMPROVED TO PERFORM ALSO TENSILE TESTS WITH MAX CAPACITY OF K. .OTE THIS MODIFICATION IS POSSIBLE ONLY IN -!4%34 FACTORY

#"2 4EST

1UICK 4RIAXIAL

4ENSILE TEST ON MORTAR BRIQUETTES

#LAY "LOCKS 0UNCHING

SECTION 3

3/),

#EMENT #OMPRESSION

-ARSHALL 4EST 4ENSILE TESTS ON METALS PLASTICS WIRES TEXTILES ETC

$IRECT SHEAR ,EUTNER

#EMENT &LEXURE

3PLITTING 4ENSILE 5NCONFINED #OMPRESSION

#ONCRETE &LEXURE

4ILE &LEXURE

5NIAXIAL 2OCK 3PLITTING 4ENSILE

MATERIAL TESTING EQUIPMENT

3/ ) ,

SECTION 3

5.)42/.)# 3#2%%. %8!-0,%3

#"2 4EST

,OAD CELL CALIBRATION

-ARSHALL 4EST

,OAD SCREEN

5.)42/.)# SPECIFIC APPLICATIONS #"2 #ALIFORNIA "EARING 2ATIO TEST 3TANDARDS %. !34- $ "3 !!3(4/ 4 .& 0 5.% #.2 5.) 4EST DEVELOPMENT WITH DISPLACEMENT CONTROL .EEDED ACCESSORIES 3 3TRAIN GAUGE LOAD CELL K. CAPACITY 3 0ENETRATION PISTON 3 3OFTWARE FOR #"2 TEST -AIN SCREEN

3ETTING SCREEN MATERIAL TESTING EQUIPMENT

&ILE #"2 TEST

3 3OFTWARE #"2 TEST

3/), &LEXURAL TEST WITH CENTRE POINT ON CONCRETE BEAMS AND CLAY TILES 3TANDARDS %. !34- # # "3 .& 0 5.% 5.) 4EST DEVELOPMENT WITH LOAD CONTROL

SECTION 3

.EEDED ACCESSORIES 3 3TRAIN GAUGE LOAD CELL K. CAPACITY 3 &LEXURE DEVICE FOR CENTRE POINT LOADING TO TEST CLAY TILES AND CON CRETE BEAMS DIMENSIONS X X AND X X MM #ONSISTING OF LOWER BEAM WITH TWO BEARERS ONE ARTICULATED ADJU STABLE FROM TO MM AND UPPER CENTRAL ARTICULATED BEARER FIXED TO THE LOAD CELL "EARER DIMENSIONS MM DIA BY MM LONG 7EIGHT KG APPROX # 3OFTWARE FOR FLEXURE TESTS ON CONCRETE BEAMS

0UNCHING TEST ON CLAY BLOCKS

# 3OFTWARE FOR FLEXU RAL TEST ON CONCRETE BEAM

3TANDARD 5.) 4EST DEVELOPMENT WITH LOAD CONTROL .EEDED ACCESSORIES 3 3TRAIN GAUGE LOAD CELL K. CAPACITY # &LEXURAL PUNCHING DEVICE 3 (OLDING BEAM FOR THE PUNCHING DEVICE

&LEXURAL TEST ON MORTAR PRISMS X X MM

#OMPRESSION TEST ON MORTAR SPECIMENS K. MAX LOAD 3TANDARDS %. %. )3/ !34- # # .& 0 5.% "3 $). 4EST DEVELOPMENT WITH LOAD CONTROL .EEDED ACCESSORIES 3 3TRAIN GAUGE LOAD CELL K. CAPACITY 3 ,OADING PISTON % #OMPRESSION DEVICE ON PORTION OF X X MM SPECIMENS DEVICES FOR DIFFERENT SPECIMENS DESCRIBED AT PAG % 3OFTWARE FOR COMPRESSION TESTS

3TANDARDS %. !34- # .& 0 $). %. )3/ 4EST DEVELOPMENT WITH LOAD CONTROL .EEDED ACCESSORIES 3 3TRAIN GAUGE LOAD CELL K. CAPACITY 3 ,OADING PISTON % &LEXURE %. DEVICE FOR X X MM SPECIMENS AVAILABLE ALSO TO !34- SEE PAG % 3OFTWARE FOR FLEXURAL TESTS

% 3OFTWARE FOR MORTAR FLEXURE

% 3OFTWARE FOR MORTAR COMPRESSION MATERIAL TESTING EQUIPMENT

3/ ) , -ARSHALL STABILITY TEST

3PLITTING TENSILE TEST

3RANDARDS %. !34- $ !!3(4/ 4 "3 .& 0 #.2 .Âª 4EST DEVELOPMENT WITH DISPLACEMENT CONTROL

3TANDARDS %. !34- $ #.2 .Âª 4EST DEVELOPMENT WITH DISPLACEMENT CONTROL .EEDED ACCESSORIES 3 3TRAIN GAUGE LOAD CELL K. CAPACITY 3 ,OADING PISTON " 3PLITTING TENSILE DEVICE FOR SAMPLES DIA v AND v " 3ET OF 47/ DISPLACEMENT TRANSDUCERS WITH ACCESSORIES " 3OFTWARE FOR 3PLITTING 4ENSILE TEST

SECTION 3

.EEDED ACCESSORIES 3 3TRAIN GAUGE LOAD CELL K. CAPACITY 3 ,OADING PISTON " . 3TABILITY MOULD " 3OFTWARE FOR -ARSHALL TEST

&ILE -ARSHALL TEST " 3OFTWARE SPLITTING TENSILE TEST

5NCONFINED COMPRESSION TEST 3TANDARDS !34- $ "3 !!3(4/ 4 4EST DEVELOPMENT WITH DISPLACEMENT CONTROL .EEDED ACCESSORIES 3 3TRAIN GAUGE LOAD CELL K. CAPACITY 3 . 5PPER AND LOWER COMPRESSION PLATENS DIA MM WITH ACCESSORIES 3 3OFTWARE FOR 5NCONFINED #OMPRESSION TEST

" 3OFTWARE -ARSHALL TEST

3 3OFTWARE UNCONFINED TEST

1UICK TRIAXIAL TEST 3TANDARDS !34- $ "3 4EST DEVELOPMENT WITH DISPLACEMENT CONTROL .EEDED ACCESSORIES 3 3TRAIN GAUGE LOAD CELL K. CAPACITY 3 ,OADING PISTON WITH BALL 3 4RIAXIAL CELL WITH ACCESSORIES SEE PAG MATERIAL TESTING EQUIPMENT

3/), 3TANDARDS !34- # # !!3(4/ 4 4EST DEVELOPMENT WITH LOAD CONTROL .EEDED ACCESSORIES 3 5NITRONIC WITH TENSILE IMPROVEMENT K. CAPACITY 3 4ENSILE #OMPRESSION STRAIN LOAD CELL K. CAPACITY 3 4ENSILE JAWS h v SHAPED FOR MORTAR BRIQUETTE 3 3OFTWARE FOR TENSILE TEST % "RIQUETTE MOULD SEE PAG

5NIAXIAL SPLITTING TENSILE TEST OF ROCK CORE SPECIMENS 3TANDARD !34- $ 4EST DEVELOPMENT WITH LOAD CONTROL .EEDED ACCESSORIES 3 3TRAIN GAUGE LOAD CELL K. CAPACITY 3 ,OADING PISTON % #OMPRESSION DEVICE

SECTION 3

4ENSILE TEST ON MORTAR BRIQUETTES h v SHAPED

$IRECT SHEAR ,EUTNER BETWEEN BITUMINOUS STRATA 4ENSILE TESTS ON METALS PLASTICS WIRES TEXTILES ETC 4EST DEVELOPMENT WITH LOAD CONTROL .EEDED ACCESSORIES FOR METAL FLAT AND ROUND SPECIMENS 3 5NITRONIC WITH TENSILE IMPROVEMENT K. CAPACITY 3 4ENSILE STRAIN LOAD CELL K. CAPACITY ( 4ENSILE HEADS UPPER AND LOWER 3 #OUPLING FOR TENSILE HEADS INSTALLATION ( &LAT SEIZING GRIPS FOR FLAT SPECIMENS MM THICKNESS BY MM MAX WIDTH AND ROUND SPECIMENS DIA MM ( h6v SHAPE SEIZING GRIPS FOR ROUND SPECIMENS DIA MM

3TANDARD !,0 ! 3T" 4 $IRECT SHEAR TEST ,%54.%2 ON THE CONNECTION BETWEEN BITUMI NOUS STRATA CARRIED OUT ON ASPHALT CYLINDER SPECIMENS DIA MM OR MM OBTAINED FROM ROAD CORES OR ON LABORATORY MADE SPECIMENS 4EST DEVELOPMENT WITH DISPLACEMENT CONTROL .EEDED ACCESSORIES 3 3TRAIN GAUGE LOAD CELL K. CAPACITY 3 ,OADING PISTON " ,%54.%2 TESTING HEAD FOR SPECIMENS MM DIA " 3PACERS FOR MM DIA SPECIMENS WITH ,EUTNER HEAD " 3OFTWARE FOR -ARSHALL AND ,EUTNER TESTS

/PTIONAL ACCESSORIES ( %XTENSOMETER ELECTRONIC FOR TENSILE DEFORMATION STREN GTH TESTS ( 3OFTWARE FOR VISUALISATION IN REAL TIME OF LOAD DEFORMATION GRAPHIC TEST CERTIFICATE ETC !T PAG OF THE CATALOGUE THERE ARE LISTED DEVICES TO TEST PLASTICS WIRES ROPES FLEXURAL AND BENDING TESTS AND VARIOUS MODELS OF EXTENSOMETERS /N REQUEST IT IS ALSO POSSIBLE TO EQUIP THE 5NITRONIC FRAME 3 WITH DEVICES FOR TEN SILE TESTS OF DIFFERENT MATERIALS WITHIN THE K. MAX CAPACITY LOAD

./4% .EEDED ACCESSORIES LISTED ABOVE ARE COMMON FOR DIFFERENT TESTS 7E RECOMMEND TO CHECK THEM WHEN ORDERING TO AVOID DUPLICATIONS MATERIAL TESTING EQUIPMENT

3/ ) , 3

SECTION 3

-5,4) 4%34%2 K. 5.)6%23!, %,%#42/-%#(!.)#!, &2!-% &/2 #/-02%33)/. &,%852% 4%.3),% 4%343 /& #/.3425#4)/. -!4%2)!,3 7)4( 3%26/ #/.42/,,%$ 3934%- /& ,/!$ /2 $)30,!#%-%.4 342!). 4HE MACHINE IS COMPOSED BY A STURDY BASE CONTAINING THE TRANSMISSION COMPONENTS AND THE HARDWARE CONTROL INSTRUMENTS 4HE BASE HOLDS TWO COLUMNS MADE OF HIGH RESISTANCE STEEL WITH GROUND HARD CHROME SURFACING 4HE UPPER CROSSHEAD CAN BE ADJUSTED IN HEIGHT TO HOLD THE ACCESSORIES TO PERFORM THE SPECIFIC TESTS 4HE LOWER MOBILE CROSSHEAD IS OPERATED BY A RECIRCULATING BALL SCREW SYSTEM THAT THROUGH A SERVO CONTROLLED MOTOR ASSURES THE CORRECT APPLICATION OF LOAD AND CONSTANT SPEED 4HE TWO CROSSHEADS FORESEE COUPLINGS TO FIX THE DIFFERENT TEST DEVICES SEE ACCESSORIES 4HE STRESS IS MEASURED BY AN ELECTRIC LOAD CELL AND THE CROSSHEAD DISPLACEMENT BY TRANSDUCERS ALL INCORPORATED INTO THE MACHINE )T IS POSSIBLE TO FIX ELECTRIC LOAD CELLS OF LOWER CAPACITY TO SATISFY SPECIFIC TEST REQUIREMENTS

4ECHNICAL SPECIFICATIONS -AX LOAD K. BOTH COMPRESSION AND TENSILE -AX VERTICAL DAYLIGHT MM WITHOUT ACCESSORIES -AX VERTICAL DAYLIGHT WITH COMPRESSION PLATENS MM #OMPRESSION PLATENS DIAMETER MM UPPER PLATEN ON SEAT BALL $ISTANCE BETWEEN COLUMNS MM #ROSSHEAD TRAVEL MM MM TOTAL 4ESTING SPEED RANGE FROM TO MM MIN ,OAD RATE FROM . S TO K. S $ISPLACEMENT RESOLUTION MM WITH ACCURACY BETTER THAN -ACHINE CLASS

MATERIAL TESTING EQUIPMENT

4HE -ULTI 4ESTER IS SUPPLIED COMPLETE WITH ELECTRIC LOAD CELL K. CROSSHEAD DISPLACEMENT TRANSDUCERS $URIEZ -ARSHALL AND #"2 SOFTWARES 0# WITH ,#$ MONITOR KEYBOARD MOUSE CONNECTION CABLES UPPER AND LOWER COMPRESSION PLATENS h!RE NOT INCLUDEDv PRINTER AND ACCESSORIES FOR THE SPECIFIC TESTS THAT MUST BE ORDERED SEPARATELY SEE ACCESSORIES 0OWER SUPPLY 6 PH (Z 7 $IMENSIONS X XH MM 7EIGHT KG APPROX !##%33/29 # ,!3%2 02).4%2 BENCH MODEL FOR GRAPHICS AND CERTIFI CATES WITH DIRECT CONNECTION VIA 53"

3/),

-!4%2)!,3

4%34

34!.$!2$3

!##%33/2)%3

"ITUMINOUS MIXTURES

$URIEZ

.& 0

$URIEZ SET SEE PAG

-ARSHALL

%. !34- $

3TABILITY MOULD " . ,OAD PISTON 3

3PLITTING TENSILE

%. !34- $

3PLITTING DEVICE " 3ET OF TWO GAUGES " ,OAD PISTON 3

,EUTNER SHEAR

!,0 ! 3T"4

,EUTNER HEAD " 3PACERS MM DIA " ,OAD PISTON 3

#ONCRETE

&LEXURE ON BEAMS &LEXURE ON CLAY TILES

%. !34- # #

&LEXURE DEVICE # &LEXURE DEVICE 3

3PLITTING ON CYLINDERS

%. !34- #

$EVICE #

3PLITTING ON CUBES AND BLOCK PAVERS

%. %.

$EVICE #

0UNCHING

5.)

$EVICE # (OLDING BEAM 3

#EMENT AND MORTARS

#OMPRESSION

%. !34- #

$EVICE % $EVICE %

&LEXURE

$EVICE % K. LOAD CELL 3

3OIL

#"2

%. !34- $

,OAD PISTON 3

3TEEL REBARS

4ENSILE

%. )3/

K. 4ENSILE HEADS ( K. 4ENSILE HEADS ( JAWS SEE PAG

SECTION 3

-AIN TESTS AND SPECIFIC ACCESSORIES

MATERIAL TESTING EQUIPMENT

3/ ) , 0,!4% "%!2).' 4%34 34!.$!2$3 !34- $ $ $ "3 #.2 .Âª AND 5.% $). 3.6 4HIS TEST IS PERFORMED FOR THE DETERMINATION OF THE BEARING CAPACITY OF A SOIL IN SITU ON ROAD CONSTRUCTIONS FOUNDATIONS ROAD SUBGRADES AIRPORT AND HIGHWAY PAVEMENTS ! WIDE RANGE OF PLATE BEARING TEST EQUIPMENT ARE AVAILABLE TOGETHER WITH MANY ACCESSORIES ACCORDING TO THE DIFFERENT 3TANDARDS AND SPECIFIC ENDUSER NEEDS 3 +)4

SECTION 3

0LATE BEARING TEST EQUIPMENT K. CAPACITY DIAL GAUGE MODEL

34!.$!2$ #.2 .Âª METHOD h!v #ONSISTING OF 3 (YDRAULIC JACK K. CAPACITY COMPLETE WITH HAND PUMP RUBBER PIPE WITH FAST CONNECTOR SET OF EXTENSION RODS OF DIFFERENT LENGTHS CARRYING CASE 3 0RESSURE GAUGE K. DIV K. 3 ,OAD PLATE MM DIA 3 $EVICE FOR CENTRE DIAL GAUGE MEASURE WITH SPHERICAL SEAT 3 $ATUM BAR ASSEMBLY M LONG TELESCOPIC ALUMINIUM MADE ADJUSTABLE IN HEIGHT

COMPLETE WITH BASE SUPPORTS PLUMB AND SPIRIT LEVEL 0ACKED SEPARAYELY 3 $IAL GAUGE X MM 3 !RTICULATED DIAL GAUGE SUPPORT WITH ADJUSTMENT DEVICE 7EIGHT KG APPROX

3 +)4

0LATE BEARING TEST EQUIPMENT K. CAPACITY DIAL GAUGES MODEL 34!.$!2$3 #.2 .Âª METHOD h"v "3 #ONSISTING OF 3 (YDRAULIC JACK K. CAPACITY COMPLETE WITH HAND PUMP RUBBER PIPE WITH FAST CONNECTOR SET OF EXTENSION RODS OF DIFFERENT LENGTHS CARRYING CASE 3 0RESSURE GAUGE K. DIV K. 3 5PPER SPHERICAL SEAT 3 ,OAD PLATE MM DIA 3 )NTERMEDIATE PLATE MM DIA 3 $ATUM BAR ASSEMBLY M LONG TELESCOPIC ALUMINIUM MADE ADJUSTABLE IN HEIGHT COMPLETE WITH BASE SUPPORTS PLUMB AND SPIRIT LEVEL 0ACKED SEPARAYELY !LTERNATIVE SOLUTIONS 3 h9v MEASURING SYSTEM 3WISS METHOD 3EE PAG 3 NÂª DIAL GAUGES X MM 3 NÂª ARTICULATED DIAL GAUGE SUPPORTS WITH ADJUSTMENT DEVICE 7EIGHT KG APPROX 3 3 !##%33/29 FOR 3 +)4 AND 3 +)4 3 02%3352% '!5'% RANGE K. DIV K. WITH LARGE DIAL DIA MM COMPLETE WITH FAST CONNECTOR USED hFOR ACCURATE READINGS AT LOW LOADSv AS FOR EX PRE LOAD OF KG CMQ MATERIAL TESTING EQUIPMENT

3/), 3 +)4 34!.$!2$3 #.2 .ª METHOD h"v "3 AND USING LOADING PLATES ACCESSORY DIA MM IT MEETS ALSO !34- $ $ #.2 . #ONSISTING OF 3 (YDRAULIC JACK K. CAPACITY COMPLETE WITH HAND PUMP RUBBER PIPE WITH FAST CONNECTOR SET OF EXTENSION RODS OF DIFFERENT LENGTHS CARRYING CASE 3 0RESSURE GAUGE K. DIV K. 3 5PPER SPHERICAL SEAT 3 ,OAD PLATE MM DIA 3 )NTERMEDIATE PLATE MM DIA 3 $ATUM BAR ASSEMBLY M LONG TELESCOPIC ALUMINIUM MADE ADJUSTABLE IN HEIGHT COMPLETE WITH BASE SUPPORTS PLUMB AND SPIRIT LEVEL 0ACKED SEPARAYELY !LTERNATIVE SOLUTIONS 3 h9v MEASURING SYSTEM 3WISS METHOD 3EE PAG 3 Nª DIAL GAUGES X MM 3 Nª ARTICULATED DIAL GAUGE SUPPORTS WITH ADJUSTMENT DEVICE 7EIGHT KG APPROX !##%33/29 FOR 3 +)4 3 02%3352% '!5'% RANGE K. DIV K. WITH LARGE DIAL DIA MM COMPLETE WITH FAST CONNECTOR USED hFOR ACCURATE READINGS AT LOW LOADSv AS FOR EX PRE LOAD OF KG CMQ

SECTION 3

0LATE BEARING TEST EQUIPMENT K. CAPACITY DIAL GAUGES MODEL

"EARING PLATE MM CAST ALUMINIUM 34!.$!2$ .& 0 5SED TO DETERMINE THE STATIC DEFORMATION OF FLEXIBLE ROAD PAVEMENT AND WITH THE PLATE BEARING EQUIPMENT 4ECHNICAL DETAILS SEE PAG

3 +)4 SIMILAR TO 3 +)4 AND 3 +)4 3 +)4

0LATE BEARING TEST EQUIPMENT K. CAPACITY DIAL GAUGES MODEL 34!.$!2$3 #.2 .ª METHOD h"v "3 AND USING LOADING PLATES ACCESSORY DIA MM IT MEETS ALSO !34- $ $ #.2 . #ONSISTING OF 3 (YDRAULIC JACK K. CAPACITY COMPLETE WITH HAND PUMP SPHERICAL SEAT RUBBER PIPE WITH FAST CONNECTOR SET OF EXTENSION RODS OF DIFFERENT LENGTHS CARRYING CASE 3 0RESSURE GAUGE K. DIV K. 3 ,OAD PLATE MM DIA 3 )NTERMEDIATE PLATE MM DIA 3 $ATUM BAR ASSEMBLY M LONG TELESCOPIC ALUMINIUM MADE ADJUSTABLE IN HEIGHT COMPLETE WITH BASE SUPPORTS PLUMB AND SPIRIT LEVEL 0ACKED SEPARAYELY !LTERNATIVE SOLUTIONS 3 h9v MEASURING SYSTEM 3WISS METHOD 3EE PAG 3 Nª DIAL GAUGES X MM 3 Nª ARTICULATED DIAL GAUGE SUPPORTS WITH ADJUSTMENT DEVICE 7EIGHT KG APPROX MATERIAL TESTING EQUIPMENT

3/ ) , 3 +)4

SECTION 3

$IGITAL PLATE BEARING TEST EQUIPMENT K. CAPACITY LINEAR DISPLACEMENT TRANSDUCERS AND #YBER 0LUS %VOLUTION ACQUISITION SYSTEM

34!.$!2$3 #.2 .Âª METHOD h"v "3 #ONSISTING OF 3 (YDRAULIC JACK K. CAPACITY COMPLETE WITH HAND PUMP RUBBER PIPE WITH FAST CONNECTOR SET OF EXTENSION RODS OF DIFFERENT LENGTHS CARRYING CASE 3 5PPER SPHERICAL SEAT # 3 0RESSURE TRANSDUCER CONNECTED TO THE PUMP # . #YBER 0LUS %VOLUTION h4OUCH 3CREENv FOR DATA ACQUISITION VISUALIZATION PROCESSING AND STORING DIRECTLY CONNECTED TO 0# OR PRINTER 4ECHNICAL DETAILS SEE PAG 3 3OFTWARE FOR TEST DATA PROCESSING 3 ,OAD PLATE MM DIA 3 )NTERMEDIATE PLATE MM DIA 3 $ATUM BAR ASSEMBLY M LONG TELESCOPIC ALUMINIUM MADE ADJUSTABLE IN HEIGHT COMPLETE WITH BASE SUPPORTS PLUMB AND SPIRIT LEVEL 0ACKED SEPARAYELY !LTERNATIVE SOLUTIONS 3 h9v MEASURING SYSTEM 3WISS METHOD 3EE PAG 3 NÂª LINEAR DISPLACEMENT TRANSDUCERS MM TRAVEL 3 NÂª %XTENSION CABLES FOR TRANSDUCER M LONG 3 NÂª ARTICULATED TRANSDUCER SUPPORTS WITH ADJUSTMENT DEVICE 3 NÂª UNIVERSAL COUPLING PLIERS FOR TRANSDUCERS 7EIGHT KG APPROX 3 +)4

$IGITAL PLATE BEARING TEST EQUIPMENT K. CAPACITY LINEAR DISPLACEMENT TRANSDUCERS AND #YBER 0LUS %VOLUTION ACQUISITION SYSTEM 34!.$!2$3 #.2 .Âª METHOD h"v "3 AND USING LOADING PLATES ACCESSORY DIA MM IT MEETS ALSO !34- $ $ #.2 . #ONSISTING OF 3 (YDRAULIC JACK K. CAPACITY COMPLETE WITH HAND PUMP RUBBER PIPE WITH FAST CONNECTOR SET OF EXTENSION RODS OF DIFFERENT LENGTHS CARRYING CASE 3 5PPER SPHERICAL SEAT # 3 0RESSURE TRANSDUCER CONNECTED TO THE PUMP # . #YBER 0LUS %VOLUTION h4OUCH 3CREENv FOR DATA ACQUISITION VISUALIZATION PROCESSING AND STORING DIRECTLY CONNECTED TO 0# OR PRINTER 4ECHNICAL DETAILS SEE PAG 3 3OFTWARE FOR TEST DATA PROCESSING 3 ,OAD PLATE MM DIA 3 )NTERMEDIATE PLATE MM DIA 3 $ATUM BAR ASSEMBLY M LONG TELESCOPIC ALUMINIUM MADE ADJUSTABLE IN HEIGHT COMPLETE WITH BASE SUPPORTS PLUMB AND SPIRIT LEVEL 0ACKED SEPARAYELY !LTERNATIVE SOLUTIONS 3 h9v MEASURING SYSTEM 3WISS METHOD 3EE PAG 3 NÂª LINEAR DISPLACEMENT TRANSDUCERS MM TRAVEL 3 NÂª %XTENSION CABLES FOR TRANSDUCER M LONG 3 NÂª ARTICULATED TRANSDUCER SUPPORTS WITH ADJUSTMENT DEVICE 3 NÂª UNIVERSAL COUPLING PLIERS FOR TRANSDUCERS 7EIGHT KG APPROX

3 +)4 SIMILAR TO 3 +)4 AND 3 +)4 MATERIAL TESTING EQUIPMENT

3/), 3 +)4

34!.$!2$3 #.2 .Âª METHOD h"v "3 AND USING LOADING PLATES ACCESSORY DIA MM IT MEETS ALSO !34- $ $ #.2 . #ONSISTING OF 3 (YDRAULIC JACK K. CAPACITY COMPLETE WITH HAND PUMP SPHERICAL SEAT RUBBER PIPE WITH FAST CONNECTOR SET OF EXTENSION RODS OF DIFFERENT LENGTHS CARRYING CASE # 3 0RESSURE TRANSDUCER CONNECTED TO THE PUMP # . #YBER 0LUS %VOLUTION h4OUCH 3CREENv FOR DATA ACQUISITION VISUALIZATION PROCESSING AND STORING DIRECTLY CONNECTED TO 0# OR PRINTER 4ECHNICAL DETAILS SEE PAG 3 3OFTWARE FOR TEST DATA PROCESSING 3 ,OAD PLATE MM DIA 3 )NTERMEDIATE PLATE MM DIA 3 $ATUM BAR ASSEMBLY M LONG TELESCOPIC ALUMINIUM MADE ADJUSTABLE IN HEIGHT COMPLETE WITH BASE SUPPORTS PLUMB AND SPIRIT LEVEL 0ACKED SEPARAYELY !LTERNATIVE SOLUTION 3 h9v MEASURING SYSTEM 3WISS METHOD 3 NÂª LINEAR DISPLACEMENT TRANSDUCERS MM TRAVEL 3 NÂª %XTENSION CABLES FOR TRANSDUCER M LONG 3 NÂª ARTICULATED TRANSDUCER SUPPORTS WITH ADJUSTMENT DEVICE 3 NÂª UNIVERSAL COUPLING PLIERS FOR TRANSDUCERS 7EIGHT KG APPROX 3 3 3 !##%33/2)%3 3 ,OADING PLATE DIA MM 3 ,OADING PLATE DIA MM 3 ,OADING PLATE DIA MM 3 3ET OF TELESCOPIC EXTENSION RODS ALUMINIUM MADE

TO BE CONNECTED TO THE DATUM BAR MOD 3 M LONG TO OBTAIN A MAX ADJUSTABLE LENGHT OF M AS REQUSTED BY !34- #.2 3PECIFICATIONS

SECTION 3

$IGITAL PLATE BEARING TEST EQUIPMENT K. CAPACITY LINEAR DISPLACEMENT TRANSDUCERS AND #YBER 0LUS %VOLUTION ACQUISITION SYSTEM

h9v MEASURING SYSTEM 3WISS -ETHOD 34!.$!2$ 3.6 !LUMINIUM ALLOY MADE LIGHTWEIGHT AND VERY EASY TO USE

IT MAY BE USED AS ALTERNATIVE SOLUTION TO THE DATUM BAR ASSEMBLY MOD 3 4HIS SYSTEM IS APPLICABLE TO THE PLATE BEARING EQUIPMENT MODELS 3 +)4 3 +)4 3 +)4 3 +)4 3 +)4

3 +)4 7EIGHT KG

3 3

"ENKELMAN BEAM APPARATUS 34!.$!2$3 .& 0 .& 0 !!3(4/ 4 #.2 5TILIZED IN CONJUNCTION WITH THE PLATE BEARING TEST EQUIPMENT TO DETERMINE THE STATIC DEFORMATION OF ROAD PAVEMENTS %6 %6 AND 7ESTERGARD 3EE SECTION h"v "ITUMEN MOD " PAG

MATERIAL TESTING EQUIPMENT

3/ ) , # .

SECTION 3

#9"%2 0,53 %6/,54)/. h4/5#( 3#2%%.v #HANNELS ACQUISITION AND PROCESSING DATA SYSTEM BIT RESOLUTION %LECTRONIC ADVANCED TECHNOLOGY hCOLOUR TOUCH SCREENv 6'! HIGH GRAPHIC PERFORMANCES THE UNIT AUTOMATICALLY PERFORMS TEST AND DATA PROCESSING ! CERTIFICATE CAN BE PRINTED THROUGH A PRINTER OPTIONAL DIRECTLY CONNECTED TO THE UNIT THROUGH THE 53" PORT 4HE #YBER 0LUS IS EQUIPPED WITH SLOTS FOR EXTERNAL PENDRIVE OR 3$ CARD INFINITE MEMORY SUPPORTS IT CAN BE DIRECTLY CONNECTED TO A 0# #ONTAINED IN A PRACTICAL AND STURDY WATERTIGHT CARRYING CASE CAN BE POWERED FROM AN ELECTRICAL NETWORK 6 OR USE THE INTERNAL BATTERY AND CHARGER GRANTING ONE FULL DAY ON SITE USE (ARDWARE TECHNICAL DETAILS SEE PAG

3 #ALIBRATION PROCESS BETWEEN ONE DISPLACEMENT TRANSDUCER AND THE DATA ACQUISITION SYSTEM # .

!3 !. !,4%2.!4)6% # .

4EST EXECUTION

4EST RESULTS GRAPH 'RAPH OF END TEST

4EST RESULTS MATERIAL TESTING EQUIPMENT

SECTION 3

3/),

MATERIAL TESTING EQUIPMENT

3/ ) , "!,,//. $%.3)49 -%4(/$ 3 +)4

SECTION 3

"ALLOON DENSITY APPARATUS

ML CAPACITY

34!.$!2$3 !34- $ !!3(4/ 4 #.2 .Âª 5SED TO DETERMINE THE IN SITY DENSITY OF FINE GRADED COMPACTED OR BONDED SOIL 4HE APPARATUS IS PLACED OVER THE HOLE EXCAVATED IN THE SOIL AND WATER IS PUMPED INTO A RUBBER BALLOON AND FORCED INTO THE HOLE 4HE AMOUNT OF WATER DISPLACED INTO THE BALLON IS MEASURED FROM THE GRADUATION OF THE SCALE 4HE INSTRUMENT CONSISTS OF A GRADUATED PLEXIGLASS CYLINDER ML CAPACITY HOUSED WITHIN AN ALUMINIUM ALLOY CAST ING A RUBBER PUMP WITH STOP VALVE A DENSITY PLATE AND RUBBER BALLOONS $IMENSIONS X X MM 7EIGHT KG 30!2% 0!24 FOR 3 +)4 3 2UBBER BALLOONS PACK OF

3 +)4

3 +)4 3 +)4

3 +)4

"ALLOON DENSITY APPARATUS

ML CAPACITY )DENTICAL TO MOD 3 +)4 BUT WITH CAPACITY OF LITRES 7EIGHT KG 30!2% 0!24 FOR 3 +)4 3 2EINFORCED RUBBER MEMBRANE PACK OF !##%33/2)%3 USED FOR LEVELLING DIGGING COLLECTING AND MAINTAINING THE SOIL SAMPLES

3 +)4

"ALLOON DENSITY APPARATUS

ML CAPACITY 34!.$!2$ .& 0 5SED TO DETERMINE THE IN SITU DENSITY OF FINE GRADED COMPACTED OR BONDED SOIL THIS UNIT HAS THE SAME TEST SYSTEM OF MOD 3 +)4 BUT WITH A CAPACITY OF ML AS REQUESTED BY &RENCH 3PECIFICATION ! HAND DRIVEN PISTON FORCES THE WATER INTO THE RUBBER MEMBRANE ! DIAL GAUGE MEASURES THE WATER PRESSURE SO TO EXECUTE ALL THE TEST AT THE SAME PRESSURE !N INDEX ENGRAVED ON THE STEM OF THE PISTON MEASURES THE VOLUME OF WATER FILLING THE HOLE 4HE UNIT IS SUPPLIED COMPLETE WITH REINFORCED RUBBER MEMBRANES LOCKING CLAMPS BASE PLATE ACCESSORIES $IMENSIONS X X MM 7EIGHT KG 30!2% 0!24 FOR 3 +)4 3 2EINFORCED RUBBER MEMBRANE PACK OF MATERIAL TESTING EQUIPMENT

3 3CRAPER TO LEVEL THE GROUND 3 -ETAL DIBBER TOOL 3 -ETAL POINTED ROD 6 2UBBER MALLET MM DIA 6 3TEEL HAMMER G 6 3TEEL HAMMER KG 6 $ENSITY PICK

6 #HISEL MM LONG X MM WIDE 6 $ENSITY SPOON BIG SIZED 6 4ROWEL X MM 6 !LUMINIUM SCOOP CC 6 4INNED CAN LITRE CAP

3 6

3/), 3!.$ 2%0,!#%-%.4 -%4(/$

3 +)4

3AND DENSITY CONE APPARATUS v MM

3IMILAR TO MOD 3 +)4 BUT RECOMMENDED FOR COARSE GRAINED SOIL AND GRAVEL OVER MM DIAMETER 4HE APPARATUS CONSISTS OF 3 -ETAL DOUBLE CONE ASSEMBLY WITH VALVE v 3 -ETAL BASE WITH FIXED CENTRE HOLE FOR CONE HOUSING 3 0LASTIC JAR LITRE COMPLETE OF CONE FIXING DEVICE 7EIGHT KG

34!.$!2$3 !34- $ !!3(4/ 4 #.2 .ª 5.% .& 0 5SED TO DETERMINE THE IN SITU DENSITY OF FINE GRANED COMPACTED SOIL 4HE TEST CONSISTS IN DIGGING A HOLE INTO THE GROUND AND THEN COLLECT DRY AND WEIGHT THE SAMPLED SOIL 4HE HOLE IS THAN FILLED WITH DRY SAND FROM THE CONE CONTAINER 4HE APPARATUS CONSISTS OF 3 -ETAL DOUBLE CONE ASSEMBLY WITH VALVE v 3 -ETAL BASE WITH FIXED CENTRE HOLE FOR CONE HOUSING 6 .ª 0LASTIC JAR LITRE 'ALVANIZED AGAINST CORROSION $IMENSIONS X X MM 7EIGHT KG !##%33/29 FOR 3 +)4 3 #ALIBRATING CONTAINER

!##%33/29 FOR 3 +)4 3 #ALIBRATING CONTAINER

SECTION 3

3AND DENSITY CONE APPARATUS v MM

3 +)4

3 3 +)4 !##%33/2)%3 3 34!.$!2$ 3!.$ FOR DENSITY TESTS PASSING MICRON AND RETAINED ON MICRON "AG OF KG

3 +)4

3 34!.$!2$ 3!.$ MM TO MM #.2 .ª "AG OF KG

3AND REPLACEMENT APPARATUS 34!.$!2$3 "3 5SED TO DETERMINE THE IN SITU DENSITY OF FINE GRANED COMPACTED SOIL 4HE APPARATUS CONSISTS OF SAND POURING CYLINDER WITH SHUTTER MADE OF CAST ALUMINIUM AND ACCURATELY MACHINED UPPER CYLINDER METAL TRAY WITH FIXED CENTRE HOLE FOR CONE HOUSING 4HE CYLINDER IS AVAILABLE WITH AND MM DIAMETER MM IS RECOMMENDED FOR COARSE GRAINED SOIL AND GRAVEL 7EIGHT KG

3 +)4 3 +)4

-ODEL

#ONSISTING OF

0OURING CYLINDER SHUTTER AND UPPER CYLINDER

-ETAL TRAY WITH CENTRE HOLE

/PTIONAL ACCESSORY #ALIBRATING CONTAINER

3 +)4 3 +)4 3 +)4

3 3 3

3 3 3 MATERIAL TESTING EQUIPMENT

3/ ) , &ALLING HEAD PERMEAMETER

34!.$!2$3 "3 !34- $ !!3(4/ 4 5SED TO DETERMINE THE PERMEABILITY OF GRANULAR GRAVEL AND SAND SOILS 4HE SPECIMEN IS FORMED IN AN ACRYLIC PERMEABILITY CELL AND WATER IS PASSED THROUGH IT FROM A CONSTANT LEVEL TANK 4HE PERMEABILITY CELL HAS PRESSURE POINTS AT DIFFERENT LEVELS WHICH ARE CONNECTED TO THE MANOMETER TUBES FIXED ON A STAND WITH GRADUATED SCALE 4WO CONSTANT HEAD PERMEABILITY CELLS ARE AVAILABLE MM AND MM DIAMETER

34!.$!2$ #%. )3/ 43 5SED TO DETERMINE THE PERMEABILITY OF FINE GRAINED SOILS SUCH AS CLAY LIKE OR SILTY SOILS 4HE SPECIMEN IS CONFINED WITHIN THE PERMEAM ETER WHICH IS CONNECTED TO THE MANOMETER TUBE FILLED WITH WATER 4HE SAMPLE MUST BE COMPLETELY SATURED WITH WATER BEFORE THE TEST AND THE OPERATOR WILL CHECK THE RATE OF FALL OF THE WATER IN THE TUBE PASSING THROUGH THE TEST SPECIMEN 4HE SET CONSISTS OF 3 0ERMEAMETER STAND WITH THREE MANOMETER TUBES EACH DIA AND MM FOR THE DIFFERENT DEGREES OF PERME ABILITY SOAKING RESERVOIR WITH COCK TUBING AND CONNEC TORS $IMENSIONS X X MM 7EIGHT KG

SECTION 3

#ONSTANT HEAD PERMEAMETERS

#/-0!#4)/. 0%2-%!-%4%2 v DIA COMPLETE TECHNICAL DETAILS SEE NEXT PAGE !##%33/2)%3 3 0,%). "!3% AND #/,,!2 FOR COMPACTION TESTS 3 -/5,$ "/$9 WITH TWO LATERAL WATER INLET OUTLET

!,4%2.!4)6% 3

3 #/-0!#4)/. 0%2-%!-%4%2 v DIA COMPLETE !##%33/2)%3 3 0,%). "!3% AND #/,,!2 FOR COMPACTION TESTS 3 -/5,$ "/$9 WITH TWO LATERAL WATER INLET OUTLET !##%33/2)%3 3 $E AIRING TANK LITRE CAPACITY MADE FROM ACRYLIC PLEXIGLASS SEE PAG 3 7ATER TRAP TO COLLECT THE WATER CONDENSATION 6 0ORTABLE VACUUM PUMP 6 PH (Z 6 2UBBER TUBING FOR VACUUM M LONG 3 .YLON TUBING M

#ONSTANT HEAD PERMEABILITY CELL MM DIA WITH THREE PRESSURE TAKE OFF POINTS &ORMED BY AN ACRYLIC PLEXIGLASS BODY HELD BETWEEN TWO ALUMINIUM ANODIZED END PLATES 7EIGHT KG 3

#ONSTANT HEAD PERMEABILITY CELL MM DIA WITH SIX PRESSURE TAKE OFF POINTS AND AN ADDITIONAL SIX BLANKED OFF PRESSURE POINTS &ORMED BY AN ACRYLIC PLEXIGLASS BODY HELD BETWEEN TWO ALUMINIUM ANODIZED END PLATES 7HEN USING THIS CELL TWO MANOMETER TUBE STANDS MOD 3 ARE REQUIRED 7EIGHT KG 3

-ANOMETER TUBES AND STAND COMPRISING THREE TUBES OF CONSTANT BORE GRADUATED SCALE TUBING AND CONNECTORS $IMENSIONS X X MM 7EIGHT KG

#ONSTANT LEVEL TANK MADE FROM ACRYLIC PLEXIGLASS WALL MOUNTING 4HE INLET OUTLET AND OVERFLOW PIPES CAN BE ADJUSTED FOR HEIGHT WITHIN THE TANK 7EIGHT KG MATERIAL TESTING EQUIPMENT

3/), 0ERMEAMETER STAND CELL CAPACITY FOR CONSTANT AND FALLING HEAD TESTS 4HIS CELLS CAPACITY STAND IS DESIGNED TO PERFORM BOTH CONSTANT HEAD AND FALLING HEAD PERMEABILITY TESTS ON COMPACTED GRANULAR SOIL SAMPLES 4HE STAND CONSISTS OF A METAL FRAME WITH WATER TANK ADJUSTABLE IN HEIGHT BETWEEN AND MM FOR CONSTANT HEAD TESTS 3UP PLIED COMPLETE WITH TUBES GRADUATED RULES PIPING CONNECTORS AND COCKS BUT WITHOUT PERMEAMETERS TO BE ORDERED SEPARATELY 4HE STAND CAN HOLD UP TO PERMEAMETERS HAVING DIA v AND v TO PERFORM DIFFERENT TYPES OF TESTS AT THE SAME TIME $IMENSIONS X X MM 7EIGHT KG

#/-0!#4)/. 0%2-%!-%4%23 34!.$!2$ #%. )3/ 43 5SED FOR DETERMINING PERMEABILITY TO WATER OF SOIL GRAVEL CLAY SAND SAMPLES 3UPPLIED COMPLETE WITH CLAMPED UPPER AND LOWER PLATE GIVING THE POSSIBILITY TO PERFORM PERMEABILITY TESTS ALSO ON COMPACTED SAMPLES WATER INLET WITH VALVE WATER OUTLET TWO PERFORATED UPPER AND LOWER PLATES TWO STAINLESS STEEL SCREENS 3TELL MADE GALVANIZED AGAINST CORROSION 3

SECTION 3

3 DISASSEMBLED -/$%,3 3 #/-0!#4)/. 0%2-%!-%4%2 v DIA COMPLETE 7EIGHT KG !##%33/2)%3 3 0,%). "!3% AND #/,,!2 FOR COMPACTION TEST BEFORE THE PERMEABILITY TEST 3 -/5,$ "/$9 WITH TWO LATERAL WATER INLET OUTLET FOR TEST WITH PIEZOMETRIC MEASUREMENT 3 #/-0!#4)/. 0%2-%!-%4%2 v DIA COMPLETE 7EIGHT KG !##%33/2)%3 3 0,%). "!3% AND #/,,!2 FOR COMPACTION TEST BEFORE THE PERMEABILITY TEST 3 -/5,$ "/$9 WITH TWO LATERAL WATER INLET OUTLET FOR TEST WITH PIEZOMETRIC MEASUREMENT 3

3 WITH PERMEAMETERS

0INHOLE TEST EQUIPMENT $)30%23)"),)49 $%4%2-).!4)/. 34!.$!2$3 "3 !34- $ 5TILIZED TO EVALUATE THE EROSION ON SOIL SAMPLES HAVING HIGH DEGREE OF SODIUM CONTENT THE 0INHOLE APPARATUS REPRODUCES THE WATER FLOWING IN A CAVITY OBTAINED FROM A SOIL SPECIMEN 4HE APPARATUS CONSISTS OF A CYLINDRICAL CONTAINER EQUIPPED AT ITS ENDS OF WATER INLET OUTLET CON NECTORS TUBE WITH GRADUATED SCALE BASE SUPPORT WITH ROD 7EIGHT KG APPROX !##%33/2)%3 3 #/.34!.4 ,%6%, 4!.+ $ETAILS AND PICTURE SEE PREVIOUS PAGE 6 45").' INSIDE DIA MM M LONG

3 3

3 !##%33/2)%3 #544).' #/,,!2 COUPLED TO THE 0ERMEAMETER BODY IT GETS EASIER THE SOIL SAMPLING -/$%,3 3 $IA v 3 3 $IA v MATERIAL TESTING EQUIPMENT

3/ ) ,

SECTION 3

#/.3/,)$!4)/. 4%34 34!.$!2$3 !34- $ $ $ "3 !!3(4/ 4 .& 0 0 5.% #%. )3/ 43 4HE ONE DIMENSIONAL CONSOLIDATION TEST OF A SOIL SAMPLE ENABLES TO ASCERTAIN THE SETTLEMENT CHARACTERISTIC OVER A GIVEN PERIOD OF TIME 4HE SOIL SPECIMEN UNDER TEST IS AXIALLY LOADED AND LATERALLY CONTAINED ,OADS ARE APPLIED WITH PROGRESSIVE INCREASES AND THE SETTLEMENT VALUES ARE READ ON A DIAL GAUGE OR ON A DIGITAL DISPLAY THROUGH A DISPLACEMENT TRANSDUCER 4WO DIFFERENT OEDOMETER MODELS ARE PROPOSED 3 &RONT LOADING OEDOMETER WITH DIAL GAUGE OR DIGITAL DATA ACQUISITION SYSTEM 3 %DOTRONIC PNEUMATIC FULLY AUTOMATIC CONSOLIDATION APPARATUS SEE NEXT PAGES 3

3 WITH CELL AND DIAL GAUGE

&RONT LOADING OEDOMETER CONSOLIDATION APPARATUS

2IGIDLY MANUFACTURED FROM ALUMINIUM ALLOY CASTING TO PROVIDE A HIGH DEGREE OF ACCURACY WITH ANY FRAME DISTORSION UNDER LOAD 4HE LOAD BRIDGE GROUP IS SUPPORTED IN HIGH ACCURACY SELF ALIGNING SEAT BALLS 4HE BEAM PROVIDES THREE LOADING RATIO AND THE BEAM ASSEMBLY IS FITTED WITH AN ADJUSTABLE COUNTERBALANCE WEIGHT -AXIMUN LOAD KG OF SLOTTED WEIGHTS CORRESPONDING TO KG USING THE BEAM RATIO 4HE OEDOMETER ACCEPTS CELLS UP TO CM 3UPPLIED COMPLETE WITH ROD HOLDING THE WEIGHTS AND COUPLING BLOCK HOLDING THE DIAL GAUGE OR TRANSDUCER 3 3UPPLIED hWITHOUTv CONSOLIDATION CELL WEIGHTS

DIAL GAUGE OR TRANSDUCER HOLDING BENCH WHICH HAVE TO BE ORDERED SEPARATELY 7EIGHT KG APPROX !##%33/2)%3 $)!, '!5'% FOR VERTICAL DISPLACEMENTS 3 $)!, '!5'% MM TRAVEL X MM SUBDIV OR 3 $)!, '!5'% MM TRAVEL X MM SUBDIV 3 WITH CELL AND 3 . #YBER 0LUS %VOLUTION !LTERNATIVE SOLUTION 3 ,).%!2 6%24)#!, $)30,!#%-%.4 42!.3$5#%2 MM TRAVEL 3 %84%.3)/. #!",% METRES LONG 3 %84%.3)/. #!",% METERS LONG 3 %84%.3)/. #!",% METERS LONG 3 #!,)"2!4)/. PROCESS OF THE DISPLACEMENT TRANSDUCER TO THE DATA ACQUISITION UNIT OF THE OEDOMETER MATERIAL TESTING EQUIPMENT

3 3 .

#YBER 0LUS %VOLUTION CHANNELS ACQUISITION AND PROCESSING DATA SYSTEM COLOUR h4OUCH 3CREENv DISPLAY IT AUTOMATICALLY PERFORMS TEST AND DATA PROCESSING $IRECTLY CONNECTED TO 0# VIA 53" IT PRINTS THE TEST CERTIFICATE %QUIPPED WITH SLOTS FOR EXTERNAL 0ENDRIVE OR 3$ #ARD INFINITE MEMORY SUPPORTS 4ECHNICAL DETAILS SEE PAG (ARDWARE DETAILS AT PAG OR 3 $!4!42/.)# CHANNEL AUTO MATIC DATA ACQUISITION SYSTEM FOR GEOTECHNICAL TESTS COMPLETE WITH BASIC PROCESSING SOFTWARE TECHNICAL DATA SEE PAG

3 . 3 WITH CELL AND 3 $ATATRONIC CHANNELS

3/), #ONSOLIDATION CELLS FIXED RING

-ODEL

3PECIMEN DIAMETER MM

3 3 3 3 3

3PECIMEN AREA CM

3PECIMEN THICKNESS MM

3PARE CUTTING RING MM

3PECIMEN TAMPER

3PARE COUPLE OF POROUS STONES

3 3 3 3 3

3 +)4 3 +)4 3 +)4 3 +)4 3 +)4

4HE CONSOLIDATION CELL DIA MM IS MADE FROM ALUMINIUM

SECTION 3

-ADE FROM hBRASSv WITH SPECIMEN HOLDING FIXED RING HAVING CUTTING RIM SO AS TO BE UTILIZED ALSO TO SAMPLE UNDISTURBED SPECIMENS !CCU RATELY MANUFACTURED THESE CELLS ARE SUPPLIED COMPLETE WITH LOADING PISTON COUPLE OF POROUS STONES AND PLEXIGLASS TRANSPARENT WATER JACKET

3 3 DISASSEMBLED

#ONSOLIDATION CELLS WITH PERMEABILITY ATTACHMENT -ADE FROM hBRASSv SIMILAR IN MANUFACTURE TO THE FIXED RING CELLS THEY ARE ALSO PROVIDED OF A PIPE CONNECTOR WITH COCK AND GRADUATED GLASS BURETTE ML CAPACITY ALLOWING TO PERFORM PERMEABILITY TESTS -ODEL 3 3 3 3 3

3PECIMEN DIA MM

3PECIMEN AREA CM

3PECIMEN THICKNESS MM

(OLLOW PUNCH

3PECIMEN TAMPER

3PARE COUPLE OF POROUS STONES

3 3 3 3 3

3 +)4 3 +)4 3 +)4 3 +)4 3 +)4

4HE CONSOLIDATION CELL DIA MM IS MADE FROM ALUMINIUM 3 3

0ERMEABILITY ATTACHMENT COMPLETE WITH STAND CLAMPS AND HOSE IT IS CON NECTED TO THE CELLS MOD 3 TO 3 2ECOMMENDED FOR SOIL SAMPLES HAVING GREAT VALUE OF PERMEABILITY "URETTE HAS ML CAPACITY AND SUBDIV ML 7EIGHT KG

3 3 +)4

3 DISASSEMBLED

3 3 MATERIAL TESTING EQUIPMENT

3/ ) , /%$/-%4%2 !##%33/2)%3

!VAILABLE SLOTTED WEIGHTS

3LOTTED WEIGHTS 3TEEL MADE PAINTED AGAINST CORROSION MOD % BRASS MADE

-ODEL

7 EIGHT

-ODEL

7 EIGHT

% 3 3 3 3

3 3 3 3

G G G KG KG

KG KG KG KG

SECTION 3

+)4 /& 3,/44%$ 7%)'(43 3 +)4

3 +)4

3 X KG 3 X KG 3 X KG 3 X KG

3 X KG 3 X KG 3 X KG 3 X KG 3 X G 3 X G 4/4!, KG

4/4!, KG

(OLDING "ENCH MADE FROM STURDY STRUCTURAL PAINTED STEEL COMPLETE WITH LOCKING BOLTS AND NUTS 3 "%.#( (/,$).' ONE APPARATUS 3 "%.#( (/,$).' THREE APPARATUSES 3

3OFTWARE 2EPORT /EDOMETER &OR DATA PROCESSING AND PRINT REPORT ON #ONSOLIDATION TESTS 4O BE USED WITH #YBER 0LUS 3 . OR $ATATRONIC 3 ACQUISITION SYSTEM s ,ABORATORY COEFFICIENTS OF #OMPRESSIBILITY #ONSOLIDATION ROOT METHOD )NCREMENTAL HEIGHT CHANGE )NCREMENTAL PRESSURE VARIATION s #(!24 6OIDS RATIO !PPLIED PRESSURE K0A #OMPLETE TECHNICAL DETAILS SEE #YBER 0LUS 3 . AND $ATATRONIC 3

'AUGE BLOCKS

3 3OFTWARE REPORT OEDOMETER 30!2%3 3 5NIVERSAL COUPLING PLIERS FOR DIAL GAUGE TRANSDUCER )T ACCEPTS ALL -ATEST DISPLACEMENT TRANSDUCERS AND DIAL GAUGES DIA FROM TO MM

3 -OUNTING DEVICE BETWEEN THE UNIVERSAL COUPLING PLIERS 3 AND THE CONSOLIDATION APPARATUS TO FIX THE TRANSDUCER DIAL GAUGE FOR THE VERTICAL DISPLACEMENT

'2!$% 5SED TO CALIBRATE THE LINEAR DISPLACEMENT TRANSDUCERS 3UPPLIED COMPLETE WITH #ERTIFICATE OF )NSPECTION

!VAILABLE MODELS 3 '!5'% ",/#+ NOMINAL LENGTH MM

3 '!5'% ",/#+ NOMINAL LENGTH MM

3 AND 3 MATERIAL TESTING EQUIPMENT

3/), "UYER S GUIDE FOR ONE STANDARD #ONSOLIDATION SYSTEM AND ONE AUTOMATIC #ONSOLIDATION DATA ACQUISITION PROCESSING SYSTEM

SECTION 3

3 WITH ACCESSORIES

3 .

$ESCRIPTION

-ODEL

#ONFIGURATION FOR ONE STANDARD /EDOMETER APPARATUS &RONT LOADING OEDOMETER /EDOMETER BENCH FOR ONE OR THREE OEDOMETERS $IAL GAUGE #ONSOLIDATION CELL FIXED RING 3PARE CUTTING RING TO COMBINE TO THE CONSOLIDATION CELL 3PECIMEN TAMPER TO COMBINE TO THE CONSOLIDATION CELL 3PARE POROUS STONES TO COMBINE TO THE CONSOLIDATION CELL 3ET OF SLOTTED WEIGHTS

3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

0ERMEABILITY MEASUREMENT 0ERMEABILITY CONSOLIDATION CELL 0ERMEABILITY ATTACHMENT ML BURETTE (OLLOW PUNCH TO COMBINE TO THE CONSOLIDATION CELL 3PARE POROUS STONES TO COMBINE TO THE CONSOLIDATION CELL

3 3 3 3 3 3 3

$ESCRIPTION

-ODEL

#ONFIGURATION FOR ONE /EDOMETER APPARATUS WITH ELECTRONIC MEASUREMENT AND DATA ACQUISITION PROCESSING /EDOMETER WITH ACCESSORIES AS LISTED IN THE STANDARD CONFIGURATION WITHOUT THE DIAL GAUGE 3

AND ALSO #YBER 0LUS %VOLUTION CHANNEL AUTOMATIC DATA ACQUISITION PROCESSING OR $ATATRONIC CHANNEL AUTOMATIC DATA ACQUISITION PROCESSING $ISPLACEMENT TRANSDUCER IN QUANTITIES AS THE OEDOMETERS %XTENSION CABLE IN QUANTITIES AS THE TRANSDUCERS 3OFTWARE REPORT /EDOMETER 'AUGE BLOCKS TO CALIBRATE THE TRANSDUCERS OR 4RANSDUCER EDOMETER CALIBRATION PROCESS

3 . 3 3 3 3 3 3 3 3 MATERIAL TESTING EQUIPMENT

3/ ) , 3

SECTION 3

%$/42/.)# h()'( 0%2&/2-!.#%v !54/-!4)# #/.3/,)$!4)/. !00!2!453 /%$/-%4%2

4HIS AUTOMATIC CONSOLIDATION SYSTEM IDEAL FOR MODERN AND EFFICIENT LABORATORIES HAS BEEN CREATED TO ELIMINATE OR REDUCE TO THE ABSOLUTE MINI MUM ANY FORMS OF MANUAL INTERVENTION WHICH THE OEDOMETER TEST REQUIRES 4HIS THEREFORE RESULTS IN GREATER EFFICIENCY AND COST EFFECTIVENESS 4HIS APPLIANCE IS EXTREMELY SIMPLE AND EASY TO USE %DOTRONIC CONNECTS WITH THE 0# USING A SIMPLE 7INDOWS BASED SOFTWARE ACCESSORY 3 IN WHICH THE ENTIRE TEST CYCLE CAN BE SET AND PERSONALIZED AND THE MACHINE WILL PERFORM COMPLETELY AUTOMATICALLY 7HEN CONNECTED TO THE INTEGRATED DATA ACQUISITION SYSTEM THE APPLIANCE CAN VISUALIZE INFORMATION IN GRAPHIC FORM AUTOMATICALLY TRANSMIT AND RECORD TEST DATA VIA A DISPLACEMENT TRANSDUCER ACCES SORY 3 4HE SYSTEM IS EQUIPPED WITH A HIGH RESOLUTION AND CONTRAST NEGA TIVE BLUE WIDE DISPLAY X ,#$ AND IS FACILITATED BY A KEY MEMBRANE KEYBOARD WITH ENCODER FOR RAPID SETTING ! COMPUTERISED FUNCTIONS CONTROL ALLOWS MULTIPLE TESTS TO BE CARRIED OUT BOTH SIMULTANEOUSLY AND INDEPENDENTLY 3IMPLE AND RAPID LINEARISATION AND CALIBRATION PROCEDURE 4HERE IS NO NEED OF WEIGHTS AS THE CYLINDER AND PNEUMATIC PISTON TAKE IT TO THE DESIRED WEIGHT IN REAL TIME 7EIGHT APPLICATION AND REMOVAL ARE CARRIED OUT AUTOMATICALLY IN THE TEST SEQUENCES %DOTRONIC EQUIPPED WITH TWO COAXIAL CYLINDERS PROVIDES A PRECISE AND TIMELY WEIGHT POSITIONING WITH TWO RANGES OF MEASUREMENT n . .EWTONS n . .EWTONS )NPUT OF COMPRESSED AIR FILTERED MINIMUM "AR MAXIMUM "AR 2ESOLUTION .EWTON 0RECISION -AXIMUM LOAD +. WITH "AR INPUT 4HE APPLIANCE COMES COMPLETELY EQUIPPED WITH THE RELEVANT SOFTWARE 4HE FOLLOWING hARE NOT INCLUDEDv SOFTWARE OEDOMETRIC CELL TRAN SDUCER COMPRESSOR FILTER CABLE THAT HAVE TO BE ORDERED SEPARATELY 0OWER SUPPLY 6 PH (Z $IMENSIONS APPROX X X H MM 7EIGHT KG !##%33/2)%3 6 ,!"/2!4/29 #/-02%33/2 TANK CAPACITY LITRES NOMINAL PRESSURE "AR 3 !)2 &),4%2 AUTO DRAINING IT REDUCES UP TO ONE MICRON COMPLETE WITH DISCHARGE 3 ,).%!2 $)30,!#%-%.4 $%&/2-!4)/. 42!.3$5#%2

ACCURATE AND VERSATILE 4RANSDUCER MM TRAVEL )NDIPENDENT LINEARITY 3 #ALIBRATION PROCESS OF THE LINEAR DISPLACEMENT TRANSDUCER COMBINED WITH THE %DOTRONIC 3 %84%.3)/. #!",% METRES LONG 3 %84%.3)/. #!",% METRES LONG 3 %84%.3)/. #!",% METRES LONG )T IS RECOMMENDED NOT USING MORE THAN METRES OF EXTENSION CABLE WITH THE LINEAR STRAIN TRANSDUCERS

MATERIAL TESTING EQUIPMENT

3 WITH ACCESSORIES 3 3 #/.3/,)$!4)/. #%,,3 DIFFFERENT MODELS SEE PAG 3 3/&47!2% ,!" /%$/-%4%2 &OR FULLY AUTOMATIC DATA CONTROL ACQUISITION PROCESSING AND VISUALI ZATION IN CONSOLIDATION TESTS WITH GRAPHICS ON ALL THE TEST PHASES 3 3/&47!2% 2%0/24 /%$/-%4%2 4O PAGE UP THE TEST RESULTS WITH CERTIFICATE PRINTING '!5'% ",/#+3 'RADE 5SED TO CALIBRATE THE LINEAR DISPLACEMENT TRANSDUCERS 3UPPLIED COMPLETE WITH #ERTIFICATE OF )NSPECTION !VAILABLE MODELS 3 'AUGE BLOCK NOMINAL LENGTH MM 3 'AUGE BLOCK NOMINAL LENGTH MM

SECTION 3

3/),

MATERIAL TESTING EQUIPMENT

3/ ) ,

SECTION 3

$)2%#4 2%3)$5!, 3(%!2 4%34 !00!2!453

34!.$!2$3 !34- $ "3 !!3(4/ 4 .& 0 #%. )3/ 43 5SED TO DETERMINE THE RESISTANCE TO SHEARING OF ALL TYPES OF SOIL SPECIMENS BOTH CONSOLIDATED AND DRAINED UNDISTURBED OR REMOULDED SAMPLES 4HE MACHINE CAN ACCOMMODATE SPECIMENS DIA MM AND SQUARE X X MM 4HE APPARATUS IS EQUIPPED WITH A CONTROL CLOSED LOOP MOTOR WITH EPICYCLOID REDUCERS !T THE BEGINNING OF EACH TEST THE MACHINE PERFORMS AN AUTOMATIC AND COMPLETE INTERNAL CHECK A POSITION RESET WITH THE ELIMINATION OF ALL POSSIBLE POSITIONING ERRORS AND ALL PAUSES 4HE INPUT OF ALL THE TEST PATTERNS IS ACHIEVED BY THE INTERACTION OF THE KEYBOARD AND THE ALPHANUMERIC DISPLAY WITH SELF MEMORY THUS GRANT ING INFINITESIMAL RESOLUTIONS IN SHORT TIMES !LL DATA ARE INPUT AND STORED WHEN THE MACHINE IS IN STAND BY WITHOUT AFFECTING THE SPECIMEN UNDER TEST WITH QUICK MACHINE SETTING 0OSSIBILITY TO FIX MAXIMUM EXCURSION OF THE SHEAR BOX SO AS TO INTERRUPT AUTOMATICALLY THE TEST )T IS POSSIBLE TO INPUT A DIFFERENT RETURN SPEED RESIDUAL SHEAR IN RELATION TO THE ONE USED FOR THE SHEAR TEST THUS ALLOWING A QUICK PLAYBACK TO SELECT THE RESIDUAL SHEAR TEST SAVING A LOT OF TIME 4ECHNICAL FEATURES 23 OUTPUT FOR CONNECTION TO 0# $ISPLAY OF BOTH SPEED AND DISPLACEMENT WITH MM RESOLUTION 3HEAR SPEED BETWEEN TO MM MINUTE -AX SHEAR EFFORT . POSSIBLE ON THE WHOLE SPEED RANGE 0OSSIBILITY OF DIRECT VERTICAL LOAD OR WITH A LEVER ARM RATIO -AX VERTICAL DIRECT LOAD . WITH LEVER ARM . $ISPLAY AND PILOT LAMPS TO SIGNAL ANY BAD FUNC TIONING AND ALARMS "OX GROUP MOUNTED ON BALL TRACK WITH HIGH QUALITY ANTIFRICTION SYSTEM 2EAD VALUE RESULTS ARE IMMEDIATE AND OF EXTREME ACCURACY %XTREMELY EASY AND PRACTICAL USE NOT REQUIR ING QUALIFIED STAFF 3HEAR BOX HOLLOW PUNCH AND TAMPER hARE NOT INCLUDEDv IN THE STANDARD SUPPLY AND HAVE TO BE ORDERED SEPARATELY 0OWER SUPPLY 6 PH (Z 7 $IMENSIONS LEVER MODEL X X MM $IMENSIONS PNEUMATIC MODEL X X MM 7EIGHT KG 4HE DIRECT RESIDUAL SHEAR TEST MACHINE IS AVAILABLE IN h4HREEv VERSIONS 3 +)4 $)')4!, "!3)# 6%23)/.

3 +)4 3

$)')4!, 3(%!2 4%34).' -!#().% COMPRISING 3 $IGITAL SHEAR FRAME WITH MICROPROCESSOR COMPLETE WITH BEAM LOADING DEVICE SHEAR BOX CASE WITH ADAPTORS DIAL GAUGE OR TRANSDUCERS SUPPORTS 3 3 ,OAD RING . CAPACITY WITH ELECTRIC SAFETY STOP DEVICE 3 $IAL INDICATOR FOR HORIZONTAL DISPLACEMENT X MM 3 $IAL INDICATOR FOR VERTICAL DISPLACEMENT X MM 3 +)4 3ET OF KG OF SLOTTED WEIGHTS 3HEAR BOX HOLLOW PUNCH TAMPER hARE NOT INCLUDEDv IN THE STANDARD SUPPLY AND HAVE TO BE ORDERED SEPARATELY MATERIAL TESTING EQUIPMENT

3/), 3 $!4! !#15)3)4)/. 02/#%33).' 6%23)/.

$)')4!, 3(%!2 4%34).' -!#().% 7)4( ).#/20/2!4%$ $!4! !#15)3)4)/. 3934%- !.$ "!3)# 3/&47!2% COMPRISING

SECTION 3

3 $IGITAL SHEAR FRAME WITH MICROPROCESSOR

COMPLETE WITH BEAM LOADING DEVICE SHEAR BOX CASE WITH ADAPTORS TRANSDUCERS DIAL GAUGES HOLDERS 3 ,OAD CELL . CAPACITY COMPLETE WITH CABLE 3 ,INEAR POTENTIOMETRIC VERTICAL TRANSDUCER MM TRAVEL 3 ,INEAR POTENTIOMETRIC HORIZONTAL TRANSDUCER MM TRAVEL 3 &IRMWARE FOR -ATEST BASIC DATA ACQUISITION 3 +)4 3ET OF KG OF SLOTTED WEIGHTS 3HEAR BOX HOLLOW PUNCH TAMPER AND SOFTWARE hARE NOT INCLUDEDv IN THE STANDARD SUPPLY AND HAVE TO BE ORDERED SEPARATELY 3

3 3

3 3/&47!2% TO CONNECT THE SHEAR MACHINE 3 TO THE 0# ALLOWING TO SELECT ADVANCE STOP REARWARD DISPLACEMENT TEST START WITH MM MIN RATE SELECTION OTHER PARAMETERS LIKE FOR EX STROKE MUST BE SELECTED FROM THE MACHINE 6ISUALIZATION ON 0# OF THE LOAD AND DEFORMATIONS HORIZONTAL AND VERTICAL 6ISUALIZATION OF ,OAD $EFORMATION GRAPHICS 3UPPLIED COMPLETE WITH CONNECTION CABLE

3 ,OAD $EFORMATION 'RAPHIC

3OFTWARE 2EPORT 3HEAR 4ESTS &OR DATA PROCESSING AND PRINT REPORT ON $IRECT 2ESIDUAL 3HEAR TESTS 4O BE USED WITH THE SHEAR MACHINE MOD 3 CONNECTED TO 0# OR WITH MOD 3 . OR 3 s #ONSOLIDATION PARAMETERS s -AX SHEARING VELOCITY s .ORMAL STRESS K0A s 2ATE OF DISPLACEMENT MM MIN s 2ESIDUAL SHEAR STRESS K0A s #(!24 3HEAR STRESS K0A $ISPLACEMENT MM 6ERTICAL DEFORMATION MM $ISPLACEMENT MM 3HEAR 3TRESS +0A .ORMAL 3TRESS +0A #OMPLETE TECHNICAL DETAILS SEE 3 . 3 PAG

3 3OFTWARE REPORT SHEAR TEST MATERIAL TESTING EQUIPMENT

3/ ) , 3 $!4! !#15)3)4)/. 02/#%33).' 0.%5-!4)# &5,,9 !54/-!4)# 6%23)/.

SECTION 3

$)')4!, 3(%!2 4%34).' -!#().% &5,,9 !54/-!4)# 7)4( ).#/20/2!4%$ $!4! !#15)3)4)/. 02/#%33).' 3934%- 3/&47!2% !.$ !54/-!4)# 0.%5-!4)# 6%24)#!, ,/!$).' $%6)#%

3 3 #OMPRISING 3 $IGITAL SHEAR FRAME WITH MICROPROCESSOR COMPLETE WITH PNEUMATIC VERTICAL LOADING DEVICE AUTOMATICALLY DRIVEN THROUGH THE 37 SHEAR BOX CASE WITH ADAPTORS TRANSDUCERS SUPPORTS 3 ,OAD CELL . CAPACITY COMPLETE WITH CABLE 3 ,INEAR POTENTIOMETRIC VERTICAL TRANSDUCER MM TRAVEL 3 ,INEAR POTENTIOMETRIC HORIZONTAL TRANSDUCER MM TRAVEL 3 &IRMWARE FOR -ATEST BASIC DATA ACQUISITION 3HEAR BOX HOLLOW PUNCH TAMPER SOFTWARE AIR COMPRESSOR hARE NOT INCLUDEDv IN THE STANDARD SUPPLY AND HAVE TO BE ORDERED SEPARATELY .OTE 4HE PNEUMATIC SHEAR MACHINE MOD 3 REQUIRES AN AIR COMPRESSED SOURCE !##%33/2)%3 FOR MOD 3 6 ,!"/2!4/29 !)2 #/-02%33/2 LITRES CAPACITY BAR NOMINAL PRESSURE 3 !)2 &),4%2 AUTO DRAINING IT REDUCES UP TO ONE MICRON COMPLETE WITH DISCHARGE 3 3/&47!2% ,!" 3(%!2 4%34 &OR FULLY AUTOMATIC DATA CONTROL ACQUISITION PROCESSING AND VISUALIZA TION IN DIRECT RESIDUAL SHEAR TESTS WITH GRAPHICS ON ALL THE TEST PHASES 3 3/&47!2% 2%0/24 3(%!2 TO PAGE UP THE TEST RESULTS WITH CERTIFICATE PRINTING MATERIAL TESTING EQUIPMENT

'!5'% ",/#+3 'RADE 5SED TO CALIBRATE THE LINEAR DISPLACEMENT TRANSDUCERS 3UPPLIED COMPLETE WITH #ERTIFICATE OF )NSPECTION !VAILABLE MODELS 3 'AUGE BLOCK NOMINAL LENGTH MM 3 'AUGE BLOCK NOMINAL LENGTH MM 3 'AUGE BLOCK NOMINAL LENGTH MM 3 'AUGE BLOCK NOMINAL LENGTH MM 30!2%3 3 5NIVERSAL COUPLING PLIERS FOR DIAL GAUGE TRANSDUCER )T ACCEPTS ALL -ATEST DISPLACEMENT TRANSDUCERS AND DIAL GAUGES DIA FROM TO MM 3 -OUNTING DEVICE BETWEEN THE UNIVERSAL COUPLING PLIERS 3 AND THE SHEAR MACHINE TO FIX THE VERTICAL DISPLACEMENT TRANSDUCER OR DIAL GAUGE 3 -OUNTING DEVICE BETWEEN THE UNIVERSAL COUPLING PLIERS 3 AND THE SHEAR MACHINE TO FIX THE HORIZONTAL DISPLACEMENT TRANSDUCER OR DIAL GAUGE

3/), 3HEAR BOX ASSEMBLIES MADE FROM BRASS ACCURATELY MACHINED COMPLETE WITH CARRIAGE WALLED ROUND OR SQUARE HOLE BASE PLATE TWO GRIDS TWO PERFORATED GRIDS TWO POROUS STONES ADAPTERS TO FIT THE BOX HOLDER -ODELS

3HEAR BOX

2OUND SPECIMENS DIA MM 2OUND SPECIMENS DIA MM 2OUND SPECIMENS DIA MM 3QUARE SPECIMENS X MM 3QUARE SPECIMENS X MM

3 3 3 3 3

(OLLOW PUNCH SAMPLE CUTTER AND 4AMPER EXTRUSION TOOL 4HE HOLLOW PUNCH WITH CUTTING RIM IS USED TO PREPARE THE SOIL SAMPLE AND THE TAMPER EJECTS THE SPECIMEN FILLING IT DIRECTLY INTO THE SHEAR BOX WITHOUT DISTURBING IT

3PARE COUPLE OF POROUS STONES 3 +)4 3 +)4 3 +)4 3 +)4 3 +)4

-ODELS

(OLLOW PUNCH 4AMPER

$IA X H MM $IA X H MM $IA X H MM 3QUARE X X H MM 3QUARE X X H MM

3 3 3 3 3

SECTION 3

!##%33/2)%3

3 3

3 3 +)4 3 +)4

3 +)4

3 +)4 /N REQUEST THE SHEAR MACHINE CAN BE EQUIPPED WITH LOAD RINGS OR LOAD CELLS HAVING CAPACITY FROM . TO . 3 3

#ONSOLIDATION FRAME IT ACCEPTS UP TO SHEAR BOXES OR 30!2% 0!243 3LOTTED WEIGHTS 3TEEL MADE PAINTED AGAINST CORROSION AVAILABLE MODELS 3 G 3 G 3 KG 3 KG 3 KG 3 KG 3 KG 3 KG

3 WITH ACCESSORIES !##%33/2)%3 FOR 3 3 7!4%2 #/.4!).%2 MADE FROM PLEXIGLASS AND ALUMINIUM IT ACCOMADATES THE SHEAR BOX DURING THE CONSOLIDATION TEST BY KEEPING THE SPECIMEN DEEP INTO THE WATER 7EIGHT KG 3 3ET OF KG OF SLOTTED WEIGHTS 3 $IAL GAUGE X MM

CONSOLIDATION CELLS 5SED TO APPLLY A CONSTANT LOAD ON THE SPECIMEN IN THE SHEAR BOX SO AS TO SHORTEN THE TEST DURATION WHEN A LOT OF SPECIMENS HAVE TO BE TESTED AND JUST FEW SHEAR MACHINES ARE AVAILABLE 4HE FRAME CAN ALSO BE USED TO CON SOLIDATE OEDOMETRIC CELLS 0RODUCED IN A RUGGED STEEL STRUCTURE IT IS SUPPLIED COMPLETE WITH THREE LEVER ARMS RATIO HAVING EACH MAX LOAD UP TO KG CENTERING DEVICES AND DIAL GAUGE HOLDERS 3UPPLIED WITHOUT WEIGHTS WATER CONTAINER CELLS AND DIAL GAUGES TO BE ORDERED SEPARATELY $IMENSIONS X X MM 7EIGHT KG APPROX 3

MATERIAL TESTING EQUIPMENT

3/ ) , 42)!8)!, 4%343

SECTION 3

34!.$!2$3 "3 !34- $ $ .& 0 0 #%. )3/ 43 )NTRODUCTION ! KNOWLEDGE OF STRESS STRAIN BEHAVIOUR AND THE SHEAR STRENGTH PARAMETERS OF SOILS IS REQUIRED WHEN SOIL IS INTERACTING WITH STRUCTURES OR WHEN SOIL IS USED AS A CONSTRUCTION MATERIAL IN MANY ENGINEERING PURPOSES SUCH AS %XCAVATIONS 3HALLOW FOUNDATIONS 0ILES AND DEEP FOUNDATIONS %ARTH RETAINING STRUCTURES DIAPHRAGM WALLS ANCHORS 3LOPE STABILITY 'ROUND IMPROVEMENT $ESIGN OF EMBANKMENTS EARTH DAMS

4HE MOST WIDELY USED TESTING APPARATUS FOR INVESTIGATING THE STRESS STRAIN BEHAVIOUR AND THE STRENGTH PARAMETERS OF SOILS IS THE TRIAXIAL APPARATUS

h#5v CONSOLIDATED UNDRAINED TEST 4HIS TEST IS USED IN ORDER TO ESTIMATE THE DRAINED AND UNDRAINED SHEAR STRENGTH PARAMETERS EFFECTIVE COHESION C EFFECTIVE FRICTION ANGLE Ï&#x2020; AND UNDRAINED SHEAR STRENGTH CU )T IS USUALLY PERFORMED ON FINE GRAINED SOILS )N THIS TEST THE FIRST PHASE IS CARRIED OUT WITH AN OPEN DRAINAGE VALVE IN ORDER TO ALLOW THE CONSOLIDATION AND VOLUME CHANGE TO OCCUR $URING THE SECOND PHASE THE DRAINAGE VALVE IS CLOSED AND THE CHANGE OF PORE WATER PRESSURE IS MEASURED THERE IS NO VOLUME CHANGE AND DISTORTIONS OCCUR UP TO FAILURE )T GIVES THREE VALUES OF UNDRAINED SHEAR STRENGTH WHICH ARE THE RADII OF THE -OHR S CIRCLES AND THE VALUES OF THE EFFECTIVE COHESION AND OF THE EFFECTIVE FRICTION ANGLE WHICH ARE DERIVED FROM THE ENVELOPE OF THE EFFECTIVE STRESS -OHR S CIRCLES 4HE STRESS STRAIN BEHAVIOUR AND THE STRENGTH PARAMETERS ARE THEN USED TO MODEL ENGINEERING PROBLEMS WHEN UNDRAINED CONDITIONS ARE PRESENT AFTER CONSOLIDA TION PROCESSES OR IN LONG TERM APPLICATIONS

2!-

4RIAXIAL TESTS ARE TYPICALLY PERFORMED WITH TWO STAGES AN ISOTROPIC LOADING FOLLOWED BY SHEAR LOADING WHICH IS CARRIED OUT UP TO FAILURE ! CYLINDRICAL SATURATED SOIL SAMPLE UNDISTURBED OR RECONSTITUTED IS PLACED IN A RUBBER MEMBRANE IN ORDER TO ISOLATE IT FROM DIRECT CONTACT WITH THE SURROUNDING WATER WITH WHICH THE TESTING CELL IS FILLED AND WHICH IS PRESSURIZED 4HE SAMPLE SITS IN THE CELL BETWEEN A RIGID BASE AND A RIGID TOP CAP AND IS LOADED BY MEANS OF A RAM AT A CONSTANT SPEED 4HE WATER DRAINAGE IN OR OUT THE SAMPLE CAN BE ALLOWED BY MEANS OF OPENING OR CLOSING A VALVE 4HE TWO PHASES ARE CARRIED OUT UNDER DIFFERENT COMBINATIONS OF DRAINAGE CONDITIONS AND GIVE RISE TO DIFFERENT STANDARD TRIAXIAL TESTS %ACH TEST IS USUALLY PERFORMED ON THREE SATURATED SPECIMENS AT THREE DIFFERENT CONFINING PRESSURES

3!-0,%

#%,, 02%3352%

h#$v CONSOLIDATED DRAINED TEST $2!).!'% 0/2% 02%3352%

h55v UNCONSOLIDATED UNDRAINED TEST 4HIS TEST IS USED IN ORDER TO ESTIMATE THE UNDRAINED SHEAR STRENGTH PARAMETERS UNDRAINED SHEAR STRENGTH CU AND UNDRAINED FRICTION ANGLE Ï&#x2020;U )T IS USUALLY PERFORMED ON FINE GRAINED SOILS )N THIS TEST BOTH PHASES ARE CARRIED OUT WITH THE DRAINAGE VALVE CLOSED .O VOLUME CHANGE IS ALLOWED DURING THE TEST AND DISTORTIONS DURING THE SHEAR PHASE OCCUR UP TO THE FAILURE 4HIS TEST GIVES A UNIQUE VALUE OF UNDRAINED SHEAR STRENGTH AS THE ENVELOPE OF THE -OHR CIRCLES PLOTTED IN TOTAL STRESSES IS HORIZONTAL 4HE ANGLE Ï&#x2020;U HAS TO BE ZERO OR IT IS AN ERROR IN THE TEST E G POOR SATURATION 4HE STRESS STRAIN BEHAVIOUR AND THE STRENGTH PARAMETERS ARE THEN USED TO MODEL ENGINEERING PROBLEMS WHEN UNDRAINED CONDITIONS ARE PRESENT TYPICALLY IN SHORT TERM DESIGN MATERIAL TESTING EQUIPMENT

4HIS TEST IS USED IN ORDER TO ESTIMATE THE EFFECTIVE SHEAR STRENGTH PARAMETERS EFFECTIVE COHESION C EFFECTIVE FRICTION ANGLE Ï&#x2020; )T IS USUALLY PERFORMED ON COARSE GRAINED SOILS )N THIS TEST BOTH PHASES ARE CARRIED OUT WITH THE DRAINAGE VALVE OPEN 6OLUME CHANGE OCCURS IN BOTH PHASES AND DURING THE SECOND PHASE DISTORTIONS OCCUR UP TO FAILURE 4HE #$ TEST GIVES THE VALUES OF THE EFFECTIVE COHESION AND OF THE EFFECTIVE FRICTION ANGLE WHICH ARE DERIVED FROM THE ENVELOPE OF EFFECTIVE STRESS -OHR S CIRCLES 4HE STRESS STRAIN BEHAVIOUR AND THE STRENGTH PARAMETERS ARE THEN USED TO MODEL ENGINEERING PROBLEMS WHEN DRAINED CONDITIONS ARE PRESENT TYPICALLY IN LONG TERM DESIGN

3/), 3

$IGITAL TRIAXIAL LOAD FRAME K.

SECTION 3

4HE TRIAXIAL LOAD FRAME HAS BEEN DESIGNED FOR LABORATORY PURPOSES AND IT GUARANTEE THE STANDARD REQUIREMENTS )T IS SUITABLE EITHER FOR CELL MOD 3 AND 3 -ATEST OR OTHER MANUFACTURES MADE WHICH ALLOW A WIDE RANGE OF SPECIMEN DIMENSIONS UP TO MM DIAMETER BY MM HEIGHT 4HE MAXIMUM LOAD CAPACITY IS K. AND THE MAXIMUM REACH ABLE TOTAL VERTICAL STRESS IS ABOUT -0A 4HE LOAD FRAME CONTROLS THE RAM SPEED WHICH CAN BE EASILY SET BY A MICROPROCES SOR AND A CONVERSATION SYSTEM WITH AN ALPHANUMERIC DISPLAY AND A SELF LEARNING KEYBOARD 4HIS SYSTEM GUARANTEES HIGH RESOLUTIONS IN REAL TIME 4HE PLATEN TRAVELS UPWARDS OR DOWNWARDS AND ELECTRIC SAFETY FULL TRAVEL DISPOSALS ARE PROVIDED 4ECHNICAL FEATURES -AXIMUM LOAD CAPACITY K. )NFINITESIMAL TESTING SPEED FROM TO MM MIN 3PEED ACCURACY Â¢ 23 PORT FOR CONNECTION TO 0# 6ERTICAL SPAN MM MM WITH RING $ISTANCE BETWEEN COLUMNS MM 0LATEN DIAMETER MM 0OWER SUPPLY 6 )PH (Z 7 $IMENSIONS X X MM 7EIGHT KG

3 WITH ACCESSORIES

.OTE THE FRAME IS SUPPLIED TOGETHER WITH THE LOADING RAM AND THE SPHERE .O PROVING RINGS ELECTRICAL LOAD CELLS DIAL GAUGES OR DISPLACEMENTS TRANSDUCERS ARE INCLUDED AND hSHOULD BE ORDERED SEPARATELYv SEE NEXT PAGE

$ATA ACQUISITION AND PROCESSING SYSTEM

3 WITH ACCESSORIES AND DATA ACQUISITION 3

!S AN ALTERNATIVE TO THE LOAD RING AND DIAL GAUGES DEVICES IT IS POSSIBLE TO EQUIP THE TRIAXIAL SYSTEM WITH ELECTRIC LOAD CELL AND ELECTRONIC AXIAL STRAIN TRANSDUCERS CONNECTED TO THE DATA ACQUISITION UNIT COMPLETE WITH SUITABLE SOFTWARE 3EE MOD 3 . AND 3 WITH ACCESSORIES IN NEXT PAGES MATERIAL TESTING EQUIPMENT

3/ ) ,

SECTION 3

42)!8)!, #%,,3

4RIAXIAL CELLS ARE PROVIDED IN TWO DIFFERENT DIMENSIONS MOD 3 AND 3 4OP AND LOW CELL CAPS ARE MADE IN ALUMINIUM CORODAL ALLOY AND THE TRANSPARENT CELL CYLINDER IS IN HIGH RESISTANT ACRYLIC MATERIAL 4HE CELL CAN BE EASILY ASSEMBLED AND DISASSEMBLED BY MEANS OF QUICK CLAMPING RODS )N ORDER TO REDUCE AS MUCH AS POSSIBLE FRICTION A PARTICULAR CARE IS DESERVED DURING LOADING RAM REALISATION 4HE LOW CELL CAP IS SUPPLIED WITH hFOUR INLET VALVESv BACK PRESSURE LOW DRAINAGE PORE PRESSURE CELL PRESSURE )N ORDER TO MEASURE THE SPECIMEN AXIAL DEFORMATION AN ADJUSTABLE DIAL GAUGE OR A DISPLACEMENT TRANSDUCER IS ALSO PROVIDED .OTE .O TOP CAPS BASE ADAPTERS RUBBER MEMBRANES AND SEALING RINGS POROUS STONES DIAL GAUGES ETC ARE INCLUDED AND hSHOULD BE ORDERED SEPARATELYv )N THE TABLE ALL ACCESSORIES FOR TRIAXIAL CELLS ARE LISTED -ODELS 3 3

-AX SPECIMEN SIZE MM -AX CELL PRESSURE /VERAL DIMENSIONS MM 7EIGHT KG

X K0A X

-!8)-5- 2%!#(!",% 6%24)#!, 4/4!, 342%33 3AMPLE

X MM

3 3 WITH ACCESSORIES

.OTE #ELL 3 CAN BE ALSO USED ALSO FOR SPECIMENS DIA X AND X MM WITH ACCESSORIES OF SUITABLE DIAMETER BUT IT IS NOT SUITABLE FOR X MM SAMPLES

.OTE #ELL 3 CAN BE ALSO USED ALSO FOR SPECIMENS DIA X X AND X MM WITH ACCESSORIES OF SUITABLE DIAMETER X MM

#ELL 3 ^ -0A ^ -0A #ELL 3 ^ -0A ^ -0A .OTE "E AWARE THAT NOT ALL PROVING RINGS OR LOAD CELLS ARE SUITABLE FOR ALL REACHABLE AXIAL FORCE 3EE hMEASURE OF THE AXIAL FORCE APPLIEDv SECTION PAG !CCESSORIES FOR 4RIAXIAL #ELLS

X MM

^ -0A ^ -0A

n ^ -0A

X MM

2UBBER MEMBRANE PACK OF 3 3 3 3 h/v RING PACK OF 3 3 3 3 -EMBRANE STRETCHER 3 3 3 3 3PLIT FORMER 3 3 3 3 4OP CAP WITH DRAINAGE 3 3 3 3 "ASE ADAPTER FOR CELL MOD 3 3 3 3 n "ASE ADAPTER FOR CELL MOD 3 3 3 3 3 0OROUS DISC PCS 3 3 3 3 0ERSPEX PLAIN DISC PCS 3 3 3 3 h/v RING FOR BASE ADAPTER 3 3 3 3 &ILTER PAPER FOR LATERAL DRAINAGE PCS 3 3 3 3 &ILTER PAPER FOR BASE PCS 3 3 3 3 3TAINLESS CORE CUTTER 3 3 3 3 $OLLY FOR EXTRACTION 3 3 3 3 $RAINAGE BURETTE ML CAP 3 3 3 n $RAINAGE BURETTE ML CAP n n n 3 .YLON TUBE DIA X MT 3 3 3 3 4ERMINAL FOR CONNECTION TUBE PCS 3 3 3 3 &LARING TOOL 3 3 3 3 6ASELINE OIL KG 3 3 3 3 3ILICON GREASE KG 3 3 3 3 'REASE PUMP 3 3 3 3 .ULL DISPLACEMENT VALVE SPARE 3 3 3 3 MATERIAL TESTING EQUIPMENT

!##%33/2)%3 $%3#2)04)/. 25""%2 -%-"2!.% TO ISOLATE THE SPECIMEN FROM CELL WATER

#/2% #544%2 TO CUT SOIL COHESIVE SPECIMENS IN CORRECT DIAM ETERS FROM BIGGER SAMPLES )T IS MADE OF STAINLESS STEEL WITH A CUTTING EDGE

h/v 2).' TO SEAL THE MEMBRANE AROUND THE TOP CAP AND THE BASE ADAPTER

$/,,9 &/2 %842!#4)/. TO EXTRUDE THE SPECIMEN FROM THE CORE CUTTER

-%-"2!.% 342%4#(%2 TO STRETCH THE MEMBRANE DURING ITS POSITIONING AVOIDING TO DISTURB THE SPECIMEN

$2!). "52%44% TO PREPARE COARSE GRAIN SPECIMENS BY APPLYING A NEGATIVE PRESSURE TO THE BASE OF THE SPECIMEN AND TO MEASURE THE WATER VOLUME CHANGE IN OR OUT THE SPECIMEN DURING TESTING WITH SPECIMEN OPEN TO THE ATMOSPHERE 4WO MODELS ARE AVAILABLE ML CAPACITY FOR SPECIMENS UP TO MM DIA AND ML FOR SPECIMENS UP TO MM DIA )T IS SUPPLIED WITH CELL ROD AND CELL COUPLINGS

30,)4 &/2-%2 TO PREPARE COARSE GRAIN SOIL SPECIMENS )T IS MADE OF TWO ALUMINIUM HALVES 4/0 #!0 7)4( $2!).!'% TO LOAD THE WHOLE CROSS SECTION AREA OF SPECIMEN WHEN DRAINAGE IS REQUIRED )T IS MADE OF ANODIZED ALUMINIUM #ONNECTOR IS PROVIDED

h/v 2).' &/2 "!3% !$!04%2 TO SEAL THE MEMBRANE ON THE BASE ADAPTER AND THE TOP CAP

"!3% !$!04%2 USED TO ADAPT THE TRIAXIAL CELL TO THE SPECIMEN DIAMETER )T IS MADE OF ALUMINIUM

&,!2).' 4//, TO CUT AND PREPARE THE ENDS OF NYLON TUBES WHICH HAVE TO BE FIXED TO THE SUITABLE CONNECTORS

0/2/53 $)3#3 TO ALLOW THE DRAINAGE IN OR OUT OF THE SPECIMEN IN THE WHOLE CROSS SECTIONAL AREA TOWARD THE TOP CAP AND THE LOWER BASE 4WO PIECES ARE REQUIRED 4HEY ARE MADE OF PHOSPHOR BRONZE

SECTION 3

3/),

3 Â&#x2022; 3

0%230%8 0,!). $)3#3 TO REPLACE POROUS DISCS IN UNDRAINED TESTS 4WO PIECES ARE REQUIRED 4HEY ARE MADE OF MM THICK 0ERSPEX &),4%2 0!0%2 &/2 ,!4%2!, $2!).!'% FOR LATERAL DRAINAGE ON LOW PERMEABILITY SPECIMENS &),4%2 0!0%2 &/2 "!3% TO AVOID PASSAGES OF SOIL PARTICLES INTO THE POROUS STONES

3 3

3 MATERIAL TESTING EQUIPMENT

3/ ) , -%!352% /& 4(% !8)!, &/2#% !00,)%$ 4/ 4(% 30%#)-%.

SECTION 3

4HREE DIFFERENT EQUIPMENTS ARE AVAILABLE TO MEASURE THE AXIAL FORCE APPLIED TO THE SPECIMEN LOAD PROVING RINGS MANUAL READINGS LOAD CELLS AUTOMATIC READINGS SUBMERSIBLE LOAD CELLS AUTOMATIC READINGS AND NO FRICTION EFFECTS

3 3

,OAD PROVING RINGS -ECHANICAL EQUIPMENT FOR MANUAL READING )N ORDER TO AVOID ANY OVERLOAD DAMAGE AN ELECTRICAL SAFETY DEVICE IS SUPPLIED TO STOP THE LOADING PROCESS WHEN THE MAXIMUM CAPACITY OF THE RING IS REACHED 4ECHNICAL DETAILS OTHER MODELS AND ACCESSORIES SEE PAG -ODELS -AX #APACITY $IAL 'AUGE LOAD K. MM

$IAL 'AUGE MM

(EIGHT 7EIGHT MM KG

3 3 3 3 3 3 3 3 3 3 3 3

!##%33/29 3 34%- -%#(!.)#!, "2!+% $%6)#% )T KEEPS THE MAX REACHED VALUE ON THE DIAL GAUGE AND ALLOWS THE MANUAL ZERO SETTING

%LECTRIC STRAIN GAUGE LOAD CELLS %LECTRICAL EQUIPMENT FOR AUTOMATIC READING 4HE LOAD CELL MUST BE CONNECTED TO THE AUTOMATIC DATA ACQUISITION SYSTEM MOD 3 . OR 3 SEE PAG #ABLE CONNECTOR AND DEVICE TO FIX THE LOAD CELL TO THE TRIAXIAL FRAME ARE SUPPLIED 2ATED OUTPUT M6 6 NOMINAL !CCURACY -ODELS 3 3 3 3 3

,OAD CELL K. CAPACITY ,OAD CELL K. CAPACITY ,OAD CELL K. CAPACITY ,OAD CELL K. CAPACITY ,OAD CELL K. CAPACITY

3UBMERSIBLE LOAD CELLS 3UBMERSIBLE ELECTRICAL EQUIPMENT FOR AUTOMATIC READING 4HE SUBMERSIBLE LOAD CELL MUST BE PLACED INSIDE THE CELL AND CON NECTED TO THE AUTOMATIC DATA ACQUISITION SYSTEM MOD 3 . OR 3 SEE PAG )T IS MADE OF HIGH QUALITY MATERIALS )T IS A SEALED WATERPROOF DEVICE WITH AN EXCELLENT RESISTANCE TO LATERAL FORCES )T GUARANTEES NO FRICTION EFFECT OF THE RAM )T IS STRONGLY RECOMMEN DED WHEN HIGH ACCURACY IN TESTING IS REQUIRED )T MUST BE EQUIPPED WITH THE LOADING RAM MOD 3 2ATED OUTPUT M6 6 NOMINAL !CCURACY .ON LINEARITY -ODELS 3 3UBMERSIBLE CELL K. CAPACITY 3 3UBMERSIBLE CELL K. CAPACITY 3 3UBMERSIBLE CELL K. CAPACITY 3 3UBMERSIBLE CELL K. CAPACITY !##%33/2)%3 3 ,/!$).' 2!- ,OADING RAM FOR SUBMERSIBLE CELLS 3 #!,)"2!4)/. 02/#%33 OF ONE DEVICE THAT IS COMBINED WITH THE ACQUISITION PROCESSING SYSTEM MOD 3 . 3 4O BE CHOSEN AMONG DISPLACEMENT TRANSDUCER MOD 3 TO 3 PRESSURE TRANSDUCER MOD 3 3 ELECTRIC LOAD CELL MOD 3 TO 3 #ALIBRATION CERTIFICATE IS SUPPLIED

3 MATERIAL TESTING EQUIPMENT

3/), -%!352% /& 4(% !8)!, 342!). 4WO DIFFERENT EQUIPMENTS ARE AVAILABLE TO MEASURE THE SPECIMEN AXIAL DISPLACEMENT $IAL GAUGES MANUAL READINGS OR $ISPLACEMENT TRANSDUCERS AUTOMATIC READINGS

./4% 4HE DISPLACEMENT TRANSDUCERS MUST BE CONNECTED TO THE AUTOMATIC DATA ACQUISITION SYSTEM MOD 3 . OR 3 SEE PAG 3

SECTION 3

3 3 3

$IAL GAUGES MANUAL READINGS 3

$IAL GAUGE X MM SUITABLE FOR SPECIMENS OF MAX DIMENSIONS X MM 3 $IAL GAUGE X MM SUITABLE FOR SPECIMENS OF MAX DIMENSIONS X MM .OTE &OR OTHER REQUIREMENTS DIAL AND DIGITAL GAUGES WITH DIFFERENT MAXIMUM TRAVEL AND SENSIBILITY ARE ALSO AVAILABLE SEE TECHNI CAL DETAILS AT PAG

3 3

$ISPLACEMENT TRANSDUCERS AUTOMATIC READINGS %LECTRICAL DEVICES FOR AUTOMATIC READINGS #ALIBRATION CERTIFICATE IS SUPPLIED #ABLE CONNECTOR AND SIGNAL CONDITIONER ARE PROVIDED 490%3 /& 42!.3$5#%23 !6!),!",% 490% h!v !CCURATE AND VERSATILE LINEAR POTENTIOMETRIC DISPLACE MENT TRANSDUCER )NDIPENDENT LINEARITY X MM -AX DISPLACEMENT SPEED UP TO M S -ODELS 3 4RANSDUCER MM TRAVEL 3 4RANSDUCER MM TRAVEL 3 4RANSDUCER MM TRAVEL 3 4RANSDUCER MM TRAVEL 3 4RANSDUCER MM TRAVEL 490% h"v ,INEAR 3TRAIN 'AUGE 4RANSDUCER )T GUARANTEES GOOD REPEATABILITY AND NOISE REDUCTION &ULL BRIDGE AT /HM )NDIPENDENT LINEARITY 3TANDARD SENSITIVITY M6 6 -ODELS 3 4RANSDUCER MM TRAVEL 3 4RANSDUCER MM TRAVEL 3 4RANSDUCER MM TRAVEL 3 4RANSDUCER MM TRAVEL

!##%33/2)%3 &/2 $)30,!#%-%.4 42!.3$5#%23 3 %XTENSION CABLE METRES LONG 3 %XTENSION CABLE METRES LONG 3 %XTENSION CABLE METRES LONG .OTE )T IS RECOMMENDED TO USE NOT MORE THAN M OF EXTENSION CABLE TO AVOID NOISE PROBLEMS THAT MIGHT OCCUR 3 5NIVERSAL COUPLING PLIERS TO HOLD THE TRANSDUCER DIAL GAUGE )T FITS ALL -ATEST DISPLACEMENT TRANSDUCERS AND DIAL GAUGES FROM DIA MM TO MM 3 -OUNTING DEVICE OF THE UNIVERSAL COUPLING PLIERS MOD 3 TO FIX THE DISPLACEMENT TRANSDUCER DIAL GAUGE TO THE 4RIAXIAL #ELL MOD 3 OR MOD 3

'!5'% ",/#+3 'RADE 5SED TO CALIBRATE THE LINEAR DISPLACEMENT TRANSDUCERS #ERTIFICATE OF )NSPECTION IS SUPPLIED -ODELS 3 3 3 3

'AUGE BLOCK NOMINAL LENGTH MM 'AUGE BLOCK NOMINAL LENGTH MM 'AUGE BLOCK NOMINAL LENGTH MM 'AUGE BLOCK NOMINAL LENGTH MM MATERIAL TESTING EQUIPMENT

3/ ) , 02%3352% 3934%-3 4WO DIFFERENT SOLUTIONS ARE AVAILABLE /IL 7ATER MOTORIZED CONSTANT PRESSURE SYSTEM !IR 7ATER INTERFACE SYSTEM WITH AIR PRESSURE REGULATOR TO BE CONNECTED TO A PNEUMATIC COMPRESSOR !

SECTION 3

/IL 7ATER CONSTANT PRESSURE SYSTEM 4HIS UNIT PROVIDES A CONSTANT PRESSURE FROM TO K0A BY USING A MOTORIZED HYDRAULIC PUMP AN OIL WATER INTERCHANGE TANK RAM SPRING VALVES AND CONNECTORS HIGH VISCOSITY OIL 4EST PRESSURE PRECISION GAUGE RANGE K0A IS SUPPLIED 4O BE NOTED THAT THE MAXIMUM TOLERABLE PRESSURE IN THE CELL IS K0A 0OWER SUPPLY 6 PH (Z $IMENSIONS X X MM 7EIGHT KG

30!2% 0!243 FOR 3 3 -EMBRANE FOR AIR WATER CELL 0ACK OF PIECES 3 0RESSURE REGULATOR HIGH ACCURACY MODEL

3 &),4%2 5.)4 WATER TRAP COMPOSED BY FILTERING DEVICE AND INTERCHANGEABLE CARTRIDGE USED TO COLLECT MOISTURE

,ABORATORY AIR COMPRESSOR )T REACHES A MAXIMUM PRESSURE OF BAR AND IT MUST BE USED WITH THE AIR WATER INTERFACE CELL 4UBES AND COUPLINGS FOR CONNECTIONS TO THE CELL ARE SUPPLIED 2ESERVOIR CAPACITY LITRES $IMENSIONS X X MM 0OWER SUPPLY 6 PH (Z 7EIGHT KG 3

!IR 7ATER INTERFACE PRESSURE SYSTEM )T PROVIDES A WATER PRESSURE UP TO K0A 3IMPLE PRACTICAL AND EXTREMELY ACCURATE SYSTEM USED TO SELECT TEST PRESSURES IT CAN ALSO OFFER THE POSSIBILITY TO FURTHER SYSTEM EXPANSIONS 4HE USE OF DEAERATED WATER IS RECOMMENDED )T MUST BE CONNECTED TO A PNEUMATIC COMPRESSOR AS MOD 3 OR MOD 6 4HE CELL SET IS EQUIPPED WITH AN INLET hHIGH PRESSURE AIR VALVE A HIGH ACCURATE REGULATOR WHICH CONTROLS THE WORK PRESSURE AND OUTLET VALVES FOR PRESSURIZED WATER WATER AND AIRv $IMENSIONS X X MM 7EIGHT KG 3

!S AN ALTERNATIVE 6

,ABORATORY AIR COMPRESSOR )T CAN BE USED WHEN LOWER CELL PRESSURES ARE REQUIRED AS AN ALTERNA TIVE TO MOD 3 -AX PRESSURE BAR 2ESERVOIR CAPACITY LITRES 2ECOMMENDED FOR CONTINUOUS WORKING PRESSURE UP TO K0A 0OWER SUPPLY 6 PH (Z 7EIGHT ABOUT KG

MATERIAL TESTING EQUIPMENT

3/), -%!352% /& 02%3352%

$IAL GAUGE UNITS TO MEASURE PRESSURE K0A

-/$%,3 3

$IAL GAUGE UNIT VALVES INLET OUTLET NULL DISPLACEMENT VALVES ARE SUPPLIED WITH THE DIAL GAUGE $IMENSIONS X X MM 7EIGHT KG

$ISTRIBUTION UNIT

SECTION 3

4HEY ARE USED TO MEASURE WATER PRESSURE AS CELL PRESSURE OR PORE PRESSURES 4HE DIAL GAUGE IS SET IN A METALLIC SUPPORT 0RESSURE RANGE K0A

)T IS PROVIDED WITH INLET OUTLET VALVES WITH NULL VARIATION OF VOLUME !LL VALVES ARE CONNECTED TO AN ALUMINIUM SUPPORT )T IS USED TO DELIVER PRESSURIZED WATER TO DIFFERENT LINES $IMENSIONS X X MM 7EIGHT KG 3 4WO WAY DISTRIBUTION VALVE FOR AIR OR WATER

0/2% 02%3352% 42!.3$5#%2

$IAL GAUGE UNIT VALVES INLET OUTLET NULL DISPLACEMENT VALVES ARE SUPPLIED WITH THE DIAL GAUGE )T IS RECOMMENDED WHEN MORE VERSATILITY IS REQUIRED $IMENSIONS X X MM 7EIGHT KG

)T IS A GOOD RELIABILITY ELECTRONIC DEVICE USED TO MEASURE PORE PRESSURE )T REQUIRES A DE AIRING BLOCK %VERY TRANSDUCER MUST BE CONNECTED TO THE AUTOMATIC DATA ACQUISITION SYSTEM MOD 3 . OR 3 SEE PAG s )NPUT VOLTAGE VOLTS DC 3ENSITIVITY RANGE M6 6 s !CCURACY FS s 0RESSURE CONNECTION "30 s 0ROTECTED AGAINST CORROSIVE PORE WATER PRESSURE s METRES CABLE AND PIN PLUG INCLUDED -/$%,3 3 0RESSURE TRANSDUCER UP TO K0A 3 0RESSURE TRANSDUCER UP TO K0A !##%33/2)%3 3 $E AIRING BLOCK FOR PRESSURE TRANSDUCER

3 3

3CREW PUMP )T HAS TO BE CONNECTED TO THE PRESSURE DIAL GAUGE UNIT AND IT IS USED TO CONTROL WATER PRESSURES BY MEANS OF SMALL SCREW ROTATIONS )T CAN DECREASE OR DECREASE PRESSURES AS REQUIRED 7EIGHT KG

%84%.3)/. #!",% &/2 42!.3$5#%23 -ODELS 3 %XTENSION CABLE METRES LONG 3 %XTENSION CABLE METRES LONG 3 %XTENSION CABLE METRES LONG .OTE )T IS RECOMMENDED TO USE NOT MORE THAN M OF EXTENSION CABLE TO AVOID NOISE PROBLEMS THAT MIGHT OCCUR MATERIAL TESTING EQUIPMENT

3/ ) , 3

SECTION 3

.ULL )NDICATOR )T IS USED AS A BALANCING DEVICE TO IMPROVE PORE PRESSURE READINGS AVOIDING ANY WATER FLOW INWARDS OR OUTWARDS THE SAMPLE )T IS MADE OF ONE PIECE ONLY OF ACRYLIC MATERIAL )T IS PLACED DIRECTLY ON THE TRIA XIAL CELL WITHOUT CONNECTION TUBES SINCE EVENTUAL TUBING EXPANSIONS MIGHT OCCUR )T IS USUALLY CONNECTED TO PRESSURE UNIT 3 OR 3 AND DIFFERENTIAL MERCURY MANOMETER 3

$IFFERENTIAL MERCURY MANOMETER SCALE K0A K0A

3 !##%33/2)%3 6

6ACUUM PUMP

)T ALLOWS NEGATIVE PORE PRESSURE MEASUREMENTS AND IT IS USED TO MEASURE PORE PRESSURE FOR ACCURATE READINGS IN LOWER RANGE FROM K0A UP TO K0A )T IS COMPOSED BY A h5v MERCURY FILLED MANOMETER CALIBRATED FOR READINGS IN K0A )T IS MOUNTED ON A METALLIC PANEL TO BE FIXED TO THE WALL ! TRAP ON THE TOP COLLECTS THE OVERFLOWING MERCURY .O MERCURY IS SUPPLIED 7EIGHT ABOUT KG

!##%33/29 -%2#529 PACK OF KG -ATEST CANNOT SUPPLY FOR SHIPPING SAFETY PROBLEMS

)T IS A ONE STAGE PORTABLE PUMP USED TO PRODUCE VACUUM UP TO OF MBAR &REE AIR DISPLACEMENT LITRE MIN 0OWER SUPPLY 6 PH (Z 7 $IMENSIONS X X MM 7EIGHT KG 6 6

6ACUUM REGULATOR )T IS SUPPLIED WITH VACUUM GAUGE CONTROL VALVE SUCTION FILTER AND MOISTURE TRAP 6

6 2UBBER TUBE 3UITABLE FOR VACUUM M .OTE OTHER MODELS OF VACUUM PUMPS DESCRIBED AT PAG

6 3

$E AIRING TANK LITRES CAPACITY )T PRODUCES DE AIRED WATER WHEN CONNECTED TO THE VACUUM PUMP )T IS A PERSPEX TANK WITH AN INLET WATER VALVE AND AN OUTLET AIR VALVE 4ANK CAPACITY LITRES $IMENSIONS X X MM 7EIGHT KG

6 MATERIAL TESTING EQUIPMENT

3/), )N ORDER TO MEASURE VOLUME CHANGES DURING TEST TWO SOLUTIONS ARE PROPOSED $OUBLE BURETTE APPARATUS 3TANDARD OR AUTOMATIC VOLUME GAUGE WITH DISPLACEMENT TRANSDU CER OR DIAL GAUGE 3

$OUBLE BURETTE VOLUME CHANGE APPARATUS )T IS COMPOSED BY TWO MEASURING BURETTES WHICH ARE PLACED INSIDE A PERSPEX TUBE AND CONNECTED DIRECTLY TO A REVERSE VALVE SYSTEM ! BY PASS VALVE IS ALSO INCLUDED #APACITY ML !CCURACY ML $IMENSIONS X X MM 7EIGHT KG 3

6OLUME GAUGE 4HE UNIT CONSISTS OF A METALLIC AIR WATER INTERFACE )T MEASURES THE WATER VOLUME CHANGES INSIDE THE SAMPLE )T HAS TO BE USED WITH LINEAR STRAIN TRANSDUCER OR DIAL GAUGE #APACITY ML !CCURACY BETTER THAN ML $IMENSIONS X X MM 7EIGHT KG %ASY DE AIRING OF BOTTOM AND TOP CHAMBERS .O MEASURING DEVICE AND MOUNTING BLOCK ARE INCLUDED SEE ACCESSORIES 3

!##%33/2)%3 FOR VOLUME GAUGES 3 $ISPLACEMENT TRANSDUCER MM TRAVEL 490% h!v 3 $ISPLACEMENT TRANSDUCER MM TRAVEL 490% h"v .OTE 4ECHNICAL DATA FOR ALL TRANSDUCERS SEE PAG 3 5NIVERSAL COUPLING PLIERS TO HOLD THE TRANSDUCER DIAL GAUGE )T FITS ALL -ATEST DISPLACEMENT TRANSDUCERS AND DIAL GAUGES FROM DIA MM TO MM 3 -OUNTING DEVICE OF THE UNIVERSAL COUPLING PLIERS MOD 3 TO FIX THE DISPLACEMENT TRANSDUCER DIAL GAUGE TO THE VOLUME GAUGE

#/.3/,)$!4)/. &/2 42)!8)!, 30%#)-%.3 3

SECTION 3

-%!352% /& 6/,5-% #(!.'%

4HREE CELLS CONSOLIDATION FRAME )T IS USED TO APPLY A CONSTANT AXIAL LOAD TO THREE SPECIMENS AT THE SAME TIME )T PERFORMS AN ANISOTROPIC CONSOLIDATION STAGE REDUCING THE CONSOLIDATION TESTING TIMES )T IS MADE OF A RESISTANT METALLIC STRUCTURE WHICH ACCEPTS UP TO TRIAXIAL CELLS FOR SPECIMENS DIA MM UP TO MM AND IT IS PROVIDED WITH CENTERING PLATE CELLS ,OAD CAN BE APPLIED THROUGH AN HANGER WITH TWO DIFFERENT RATIOS 2ATIO DIRECTLY MAXIMUM LOAD FOR EACH CELL KG 2ATIO BY MEANS OF A LEVER MAXIMUM LOAD FOR EACH CELL KG $IMENSIONS X X MM 7EIGHT KG .OTE .O CELLS WEIGHTS AND DIAL GAUGES OR DISPLACEMENT TRANSDUCER ARE INCLUDED AND SHOULD BE ORDERED SEPARATELY !##%33/2)%3 3 +)4 3ET OF SLOTTED WEIGHTS KG .OTE $IFFERENT KITS AND LOOSE SLOTTED WEIGHTS LISTED AT PAG 3

!UTOMATIC VOLUME GAUGE 4HE UNIT CONSISTS OF A ML METALLIC AIR WATER INTERFACE ! CHANGE VALVE BOX PROVIDES UNLIMITED CAPACITY #APACITY UNLIMITED !CCURACY BETTER THAN ML $IMENSIONS X X MM 7EIGHT KG %ASY DE AIRING OF TOP AND BOTTOM CHAMBERS .O MEASURING DEVICE AND MOUNTING BLOCK ARE INCLUDED SEE ACCESSORIES 3

./4% 4HE VOLUME GAUGE HAS TO BE USED WITH LINEAR STRAIN TRANSDUCER WHICH MUST BE CONNECTED TO THE AUTOMATIC DATA ACQUISI TION SYSTEM MOD 3 . OR 3 SEE PAG

$IAL GAUGE X MM SUITABLE FOR SPECIMENS OF MAX DIMENSIONS X MM 3 $IAL GAUGE X MM SUITABLE FOR SPECIMENS OF MAX DIMENSIONS X MM !S AN ALTERNATIVE 3 $ISPLACEMENT TRANSDUCER MM TRAVEL 3 $ISPLACEMENT TRANSDUCER MM TRAVEL 3 %XTENSION CABLE M

3 WITH ACCESSORIES MATERIAL TESTING EQUIPMENT

3/ ) ,

)4%- #/$%

)4%- $%3#2)04)/.

!,4%2.!4)6% )4%-

-!.5!, #%,, 3%4

!54/-!4)# #%,, 3%4

!54/-!4)# #%,, 3%4 WITH 3UBMERSIBLE ,OAD #ELL

!00!2!453 3%#4)/.

SECTION 3

2ECOMMENDED TYPICAL CONFIGURATION OF THE TRIAXIAL SYSTEM WITH ONE CELL IN THE MANUAL AUTOMATIC AND AUTOMATIC WITH SUBMERSIBLE LOAD CELL VERSIONS

(ARDWARE 3OFTWARE

3 3 3 3

DIGITAL TRIAXIAL LOAD FRAME K. TRIAXIAL CELL DIA MAX X MM DATATRONIC SOFTWARE REPORT TRIAXIAL TESTS

3 3 .

OPT

-EASURE OF !XIAL FORCE

3 3 3 3 3 3 3

LOAD PROVING RING K. STEM MECHANICAL BRAKE DEVICE ELECTRIC LOAD CELL K. CAPACITY SUBMERSIBLE LOAD CELL K. LOADING RAM FOR SUBMERSIBLE CELL CALIBRATION PROCESS FOR LOAD CELL

3 XX3 3 3

OPT

-EASURE OF !XIAL STRAIN

3 3 3 3 3 3 3

DIAL GAUGE MM DISPLACEMENT TRANSDUCER MM EXTENSION CABLE M UNIVERSAL COUPLING PLIERS MOUNTING DEVICE FOR PLIERS CALIBRATION PROCESS FOR DISPLACEMENT TRANSDUCER GAUGE BLOCK MM

3 3 3 3

OPT OPT

$E AIRED WATER SYSTEM

3 6 6 6 6

DE AIRING TANK VACUUM PUMP VACUUM REGULATOR MOISTURE FILTER RUBBER TUNE M

0ORE PRESSURE SYSTEM AND MEASURE

3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

AIR WATER INTERFACE PRESSURE SYSTEM LABORATORY AIR COMPRESSOR BAR ONLY IF 3 SYSTEM IS CHOSEN MEMBRANE FOR AIR WATER CELL SPARE ONLY IF 3 SYSTEM IS CHOSEN PRESSURE REGULATOR SPARE ONLY IF 3 SYSTEM IS CHOSEN FILTER UNIT DIAL GAUGE UNIT VALVES ONLY IF 3 SYSTEM IS CHOSEN SCREW PUMP DISTRIBUTION UNIT WAY DISTRIBUTION VALVE PORE PRESSURE TRANSDUCER K0A CELL PRESSURE PORE BACK PRESSURE CALIBRATION PROCESS FOR PRESSURE TRANSDUCER DE AIRING BLOCK EXTENSION CABLE M DIFFERENTIAL MERCURY MANOMETER MERCURY G CANNOT BE SUPPLIED NULL INDICATOR

! 6

OPT

OPT OPT OPT

OPT

MATERIAL TESTING EQUIPMENT

OPT xFOLLOWSx

-EASURE OF 6OLUME CHANGE

3 3 3 3 3 3 3 3 3 3

DOUBLE BURETTE SYSTEM DIAL GAUGE MM ONLY IF 3 SYSTEM IS CHOSEN UNIVERSAL COUPLING PLIERS ONLY IF 3 SYSTEM IS CHOSEN MOUNTING DEVICE FOR PLIERS ONLY IF 3 SYSTEM IS CHOSEN AUTOMATIC VOLUME GAUGE DIPLACEMENT TRANSDUCER MM EXTENSION CABLE M UNIVERSAL COUPLING PLIERS MOUNTING DEVICE FOR PLIERS CALIBRATION PROCESS FOR DISPLACEMENT TRANSDUCER

3PECIMEN PREPARATION AND !CCESSORIES

3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

RUBBER MEMBRANE PCS ACCORDINGLY TO SPECIMEN DIMENSIONS h/v RING PCS ACCORDINGLY TO SPECIMEN DIMENSIONS MEMBRANE STRETCHER ACCORDINGLY TO SPECIMEN DIMENSIONS SPLIT FORMER ACCORDINGLY TO SPECIMEN DIMENSIONS TOP CAP WITH DRAINAGE ACCORDINGLY TO SPECIMEN DIMENSIONS BASE ADAPTER FOR CELL ACCORDINGLY TO CELL MODEL AND SPECIMEN DIMENSIONS POROUS DISC PCS FOR #$ #5 55 TESTS ACCORDINGLY TO SPECIMEN DIMENSIONS PLAIN DISC PCS FOR 55 TEST ONLY ACCORDINGLY TO SPECIMEN DIMENSIONS h/v RING FOR BASE ADAPTER ACCORDINGLY TO SPECIMEN DIMENSIONS FILTER PAPER FOR LATERAL DRAINAGE PCS ACCORDINGLY TO SPECIMEN DIMENSIONS FILTER PAPER FOR BASE PCS ACCORDINGLY TO SPECIMEN DIMENSIONS STAINLESS CORE CUTTER ACCORDINGLY TO SPECIMEN DIMENSIONS DOLLY FOR EXTRACTION ACCORDINGLY TO SPECIMEN DIMENSIONS DRAINAGE BURETTE ML NYLON TUBE DIA X M TERMINAL FOR CONNECTION TUBE PCS FLARING TOOL VASELINE OIL KG SILICON GREASE KG GREASE PUMP NULL DISPLACEMENT VALVE SPARE WEARABLE MATERIAL AND RECOMMENDED SPARES ACCORDINGLY TO CELL SET

3 3 3

OPT

3 3

OPT

SECTION 3

3/),

OPT OPTIONAL

MATERIAL TESTING EQUIPMENT

3/ ) ,

)4%- #/$%

)4%- $%3#2)04)/.

!,4%2.!4)6% )4%-

-!.5!, #%,, 3%4

!54/-!4)# #%,, 3%4

!54/-!4)# #%,, 3%4 WITH 3UBMERSIBLE ,OAD #ELL

!00!2!453 3%#4)/.

SECTION 3

2ECOMMENDED TYPICAL CONFIGURATION OF THE TRIAXIAL SYSTEM WITH THREE CELLS IN THE MANUAL AUTOMATIC AND AUTOMATIC WITH SUBMERSIBLE LOAD CELL VERSIONS

(ARDWARE 3OFTWARE

3 3 3 3 3 +)4 3 3

DIGITAL TRIAXIAL LOAD FRAME K. TRIAXIAL CELL DIA MAX X MM DATATRONIC CELL CONSOLIDATION FRAME SET OF SLOTTED WEIGHTS KG SOFTWARE REPORT TRIAXIAL TESTS CHANNEL INTERNAL MODULE

3 3 .

OPT OPT

-EASURE OF !XIAL FORCE

3 3 3 3 3 3 3

LOAD PROVING RING K. STEM MECHANICAL BRAKE DEVICE ELECTRIC LOAD CELL K. CAPACITY SUBMERSIBLE LOAD CELL K. LOADING RAM FOR SUBMERSIBLE CELL CALIBRATION PROCESS FOR LOAD CELL

3 XX3 3 3

OPT

-EASURE OF !XIAL STRAIN

3 3 3 3 3 3 3

DIAL GAUGE MM DISPLACEMENT TRANSDUCER MM EXTENSION CABLE M UNIVERSAL COUPLING PLIERS MOUNTING DEVICE FOR PLIERS CALIBRATION PROCESS FOR DISPLACEMENT TRANSDUCER GAUGE BLOCK MM

3 3 3 3

OPT OPT

$E AIRED WATER SYSTEM

3 6 6 6 6

DE AIRING TANK VACUUM PUMP VACUUM REGULATOR MOISTURE FILTER RUBBER TUNE M

0ORE PRESSURE SYSTEM AND MEASURE

3 3 3 3 3 3 3 3 3 3 3 3 3

! 6

OPT OPT

OPT

OPT OPT

OPT

MATERIAL TESTING EQUIPMENT

OPT xFOLLOWSx

3 3

DIFFERENTIAL MERCURY MANOMETER MERCURY G CANNOT BE SUPPLIED NULL INDICATOR

OPT OPT OPT

-EASURE OF 6OLUME CHANGE

3 3 3 3 3 3 3 3 3 3

3 3 3

OPT

3PECIMEN PREPARATION AND !CCESSORIES

3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3

3 3

OPT

SECTION 3

3/),

OPT OPTIONAL MATERIAL TESTING EQUIPMENT

3/ ) ,

SECTION 3

!54/-!4)# $!4! !#15)3)4)/. !.$ 02/#%33).' 3934%&/2 '%/4%#(.)#!, 4%343 3 . #YBER 0LUS %VOLUTION 4OUCH 3CREEN CHANNELS 3 $ATATRONIC CHANNELS EXPANDABLE UP TO

3 #ONSOLIDATION TEST

3 $IRECT 2ESIDUAL SHEAR TESTS

3 .

NT ME RERS P I U CTU %Q 34 ANUFA % 4 M -! OTHER F OR O

4RIAXIAL 55 #5 #$ TESTS MATERIAL TESTING EQUIPMENT

3OFTWARES 2EPORT 3OFTWARES ,!" CONSOLIDATION SHEAR TRIAXIAL #"2

-ARSHALL 5NCONFINED

#"2 %,, -ARSHALL TESTS RECOMMENDED WITH " . 3%4

3/),

#YBER 0LUS %VOLUTION 4OUCH 3CREEN CHANNELS 4HIS UNIT IS DESIGNED AND PRODUCED TO SATISFY THE REQUIREMENTS OF SMALL LABORATORIES CHANNELS ACQUISITION AND PROCESSING DATA SYSTEM COLOUR h4OUCH 3CREENv DISPLAY IT AUTOMATICALLY PERFORMS TEST AND DATA PROCESSING $IRECTLY CONNECTED TO 0# VIA 53" IT PRINTS THE TEST CERTIFICATE %QUIPPED WITH SLOTS FOR EXTERNAL 0ENDRIVE OR 3$ #ARD INFINITE MEMORY SUPPORTS (ARDWARE TECHNICAL DETAILS AT PAG

!##%33/29 FOR MOD 3 3 #(!..%, ).4%2.!, -/$5,% FOR SYSTEM EXPANSION 4HE BOX STANDARD CAN RECEIVE UP TO MAXIMUM MODULES FOR A TOTAL OF CHANNELS 3 .

$ATATRONIC CHANNELS EXPANDABLE UP TO CHANNELS DESIGNED AND CREATED TO SATISFY THE REQUIREMENTS OF ALL LABORATORIES EVEN THE MOST COMPLEX $ATA COLLECTION IS COMPLETELY AUTOMATIC IMPROVING CONSIDERABLY THE PRODUCTIVITY AND COST EFFECTIVENESS 7INDOWS BASED PROGRAM WITH MENU DRIVEN COMMAND SELECTION IS STRAIGHTFORWARD AND EASY TO FOLLOW AND DOES NOT REQUIRE A SKILLED OPERATOR

SECTION 3

4WO VERSIONS OF !UTOMATIC DATA ACQUISITION AND PROCESSING SYSTEMS ARE AVAILABLE 3 .

4HE SYSTEM CAN BE USED FOR /EDOMETER CONSOLIDATION TESTS $IRECT AND RESIDUAL SHEAR TESTS CYCLE TEST 4RIAXIAL 55 #5 #$ TESTS !UTOMATIC DATA ACQUISITION AND PROCESSING SYSTEMS PERMIT THE UTI LIZATION OF DIFFERENT CHANNELS THAT CAN BE INDEPENDENTLY CALIBRATED ZEROED AND SET UP IN ORDER TO VISUALIZE THE UNITS BEING MEASURED 4HE APPLIANCES CONTAIN A MODERN HIGH SPEED HIGH PERFORMING BIT CONVERSION DEVICE 4HE APPLIANCES PERMIT TO ACQUIRE THE SIGNALS COMING FROM DIFFE 3 RENT TYPES OF TRANSDUCERS 3TRAIN 'AUGE "RIDGE AND 0OTENTIOMETRIC 7IDE INPUT RANGE AVAILA BLE FOR THE ELECTRICAL SIGNAL 3 . Â¢ M6 Â&#x2022; Â¢ 6 3 Â¢ M6 Â&#x2022; Â¢ 6 $IFFERENT AUXILIARY TRANSDUCER SUPPLY AVAILABLE 3 . 6 6 3 6 6 6 5SER INTERFACE 3 . &ULL COLOR DISPLAY Â&#x2122; PIXEL n 4OUCHSCREEN 3 .EGATIVE BLUE DISPLAY Â&#x2122; PIXEL n KEYS MEMBRANE KEYBOARD WITH ENCODER $ATA STORAGE 3 . 4HE DATA TEST CAN BE STORED DIRECTLY INTO THE APPLIANCE ON A FLASH MEMORY AND BE TRANSFERRED TO THE 0# AT THE END OF THE TEST BY 53" PENDRIVE OR 3$ CARD 3 4HE DATA TEST ARE STORED DURING THE TEST EXECUTION DIRECTLY ON THE 0# CONNECTED THROUGH 23 CABLE 4HE CONNECTION TO THE 0# IS STRICTLY NEEDED FOR THIS APPLIANCE %VERY CHANNEL CAN BE SET WITH DIFFERENT SAMPLING MODES LINEAR FORM QUADRATIC FORM LOGARITHMIC FORM ETC 4HE SAMPLING PROCESS CAN BE EXECUTED WITH DIFFERENT FREQUENCIES 3 . FROM MS TO INFINITE 3 FROM S TO INFINITE 4HE CALIBRATION DATA ARE PROTECTED BY PASSWORD AND THEY CAN BE TRANSFERRED TO EXTERNAL SUPPORTS ARCHIVES MATERIAL TESTING EQUIPMENT

3/ ) , 3OFTWARES 2%0/24 AND 3OFTWARES ,!" TO BE USED WITH 3 . AND 3 SYSTEMS 34!.$!2$3 "3 "3 "3

SECTION 3

3/&47!2% 2EPORT IS A SOFTWARE PACKAGE FOR REPORT PRESENTATION OF GEOTECHNICAL LABORATORY TESTS ACCORDING TO THE "RITISH 3TANDARDS

2EPORTS CAN BE CREATED FROM DATA SAVED IN 3/&47!2% ,!" DATA DOWNLOADED FROM A DATALOGGER OR DATA MANUALLY ENTERED DIRECTLY INTO 3/&47!2% 2EPORT 4HE DESIGN OF 3/&47!2% 2EPORT ALLOWS FOR FLEXIBILITY IN THE WAY THAT DATA ARE PRESENTED BY USING THE POWER AND SIMPLICITY OF -ICROSOFT %XCEL SPREADSHEETS FOR REPORT PRESENTATION 4HIS ALLOW USERS TO CUSTOMIZE THEIR REPORTS USING SOFTWARE THEY ARE ALREADY FAMILIAR WITH AND ALLOWS YOUR REPORTS TO BE DISTRIBUTED IN ELEC TRONIC FORMAT WITHOUT THE NEED FOR SPECIFIC SOFTWARE 3/&47!2% 2EPORT IS DESIGNED TO WORK WITH 54- .ET -ATEST $ATATRONIC FAMILY OF LOGGERS CAN BE USED IN STAND ALONE MODE TO SAVE DATA DURING A TEST !FTERWARDS DATA CAN BE DOWNLOADED TO A 0# AND SAVED USING -ATEST SOFTWARE SUPPLIED WITH THE LOGGER 54- .ET 4HESE INFORMATION CAN THEN BE EXPORTED AS A TEXT FILE CONTAINING FOUR DIFFERENT USER SELECTED CHANNELS

4HE INPUT UNITS ARE THE FOLLOWING s 0RESSURE IN K0A s 6OLUME CHANGE IN CM s !XIAL LOAD IN . s !XIAL DISPLACEMENT IN MM

0# 3PECIFICATION s /PERATING 3YSTEM 7IN .4 80 s (ARDWARE -(Z 0ENTIUM OR SIMILAR -B 2AM MINIMUM -B RECOMMENDED #$ 2OM s -ICROSOFT %XCEL V OR HIGHER MUST ALSO BE INSTALLED ON THE 0# /FFICE 80 NEEDED WHEN USING 7INDOWS 80

3/&47!2% 2EPORT ENABLES THE USER TO VIEW AND EDIT TEST DATA VIA A SIMPLE GRAPHICAL INTERFACE #HART COULD BE PLOTTED AND PRINTED ACCORDING TO THE "RITISH 3TANDARDS

!VAILABLE 3OFTWARES 3

3OFTWARE 2EPORT /EDOMETER

3OFTWARE LAB OEDOMETER

&OR DATA PROCESSING AND PRINT REPORT ON #ONSOLIDATION TESTS

&OR FULLY AUTOMATIC DATA CONTROL ACQUISITION PROCESSING AND VISUALI ZATION IN CONSOLIDATION TESTS WITH GRAPHICS ON ALL THE TEST PHASES

s s

,ABORATORY COEFFICIENTS OF #OMPRESSIBILITY #ONSOLIDATION ROOT METHOD )NCREMENTAL HEIGHT CHANGE )NCREMENTAL PRESSURE VARIATION #(!24 6OIDS RATIO !PPLIED PRESSURE K0A

3 3OFTWARE LAB TRIAXIAL TESTS MATERIAL TESTING EQUIPMENT

3 3OFTWARE REPORT OEDOMETER

3/), 3

3OFTWARE 2EPORT 3HEAR 4ESTS

3OFTWARE ,AB 3HEAR 4EST

&OR DATA PROCESSING AND PRINT REPORT ON $IRECT 2ESIDUAL 3HEAR TESTS s #ONSOLIDATION PARAMETERS s -AX SHEARING VELOCITY s .ORMAL STRESS K0A s 2ATE OF DISPLACEMENT MM MIN s 2ESIDUAL SHEAR STRESS K0A s #(!24 3HEAR STRESS K0A $ISPLACEMENT MM 6ERTICAL DEFORMATION MM $ISPLACEMENT MM 3HEAR 3TRESS +0A .ORMAL 3TRESS +0A

&OR FULLY AUTOMATIC DATA CONTROL ACQUISITION PROCESSING AND VISUALIZA TION IN DIRECT RESIDUAL SHEAR TESTS WITH GRAPHICS ON ALL THE TEST PHASES

SECTION 3

3 3OFTWARE REPORT SHEAR TEST

3 3OFTWARE REPORT TRIAXIAL TESTS 3

3OFTWARE 2EPORT 4RIAXIAL 4ESTS &OR DATA PROCESSING AND PRINT REPORT ON 4RIAXIAL TESTS s 3ATURATION #ONSOLIDATION 3HEARING PARAMETERS s #(!24 6OLUME #HANGE CM 3QUARE ROOT 4IME MIN 0ORE 0RESSURE $ISSIPATION 4IME MIN $EVIATOR 3TRESS +0A !XIAL 3TRAIN 0ORE 0RESSURE +0A !XIAL 3TRAIN %FFECTIVE 0RINCIPAL 3TRESS 2ATIO !XIAL 3TRAIN 3HEAR 3TRESS K. M .ORMAL %FFECTIVE 3TRESS K. M

3 3OFTWARE REPORT TRIAXIAL TESTS MATERIAL TESTING EQUIPMENT

3/ ) , ,/!$ 02/6).' 2).'3

SECTION 3

5SED FOR LOAD COMPRESSION MEASUREMENT APPLIED BY THE TESTING MACHINE -ADE FROM HARDENED ALLOY STEEL THEY ARE CHROME COATED AND COMPLETE WITH UPPER AND LOWER COUPLING BLOCKS HAVING - FEMALE GAS THREAD 4HE ACCURACY IS Â¢ OF APPLIED LOAD AND REPEATABILITY IS WITHIN %ACH RING IS SUPPLIED COMPLETE WITH CALIBRATION CHART MADE BY 0# ,ARGE RANGE FROM K. TO K. IN THE FOLLOWING VERSIONS 3 3ERIE WITH DIAL GAUGE MM GRADUATION 3 3ERIE WITH DIAL GAUGE MM GRADUATIONS 3 3ERIE WITH DIGITAL GAUGE MM GRADUATION INCLUDING BATTERY AND 23 PORT TO 0# CONNECTION

-AX #APACITY K.

$IAL GAUGE MM

$IGITAL GAUGE MM 23

(EIGHT MM

3 3 3 3 3 3 3 3 3 3 3 3 3

7EIGHT KG

3 3

!##%33/2)%3 3TOP ELECTRICAL SAFETY DEVICE TO STOP THE MACHINE WHEN REACHING THE MAX CAPACITY OF THE RING TO PREVENT ANY OVERLOAD DAMAGE &OR ORDERING YOU HAVE TO ADD THE LETTER h3v AT THE END OF THE LOAD RING CODE %X 3 3

3 "ALL SEAT COMPLETE WITH CONNECTOR FOR AN ARTICULATED COUPLING TO THE TESTING MACHINE

3 3TEM MECHANICAL BRAKE DEVICE IT HOLDS THE MAX REACHED VALUE ON THE DIAL GAUGE WITH MANUAL ZERO SETTING

30!2% 0!24 3 #/50,).' $%6)#% BETWEEN THE DIAL INDICATOR AND THE LOAD RING

MATERIAL TESTING EQUIPMENT

3/), $IAL INDICATORS &ORESEEN ON DIFFERENT MACHINES AND EQUIPMENTS DESCRIBED IN THIS CATALOGUE $IAMETER OF THE DIAL MM WITH CLOCKWISE ROTATION -ODEL

4RAVEL MM

$IVISION MM

3 3 3 3 3 3

!##%33/2)%3 3 -AGNETIC DIAL HOLDER COMPRISING A FIX ROD AND AN ADJUSTABLE ROD -AGNETIC BASE FORCE KG 3 3TEM BRAKE DEVICE TO HOLD THE MAX REACHED VALUE ON THE DIAL GAUGE

SECTION 3

3 2EAR MOUNT OF THE DIAL INDICATOR

$IGITAL DIAL INDICATORS

#ALIBRATION UNIT FOR EXTENSOMETERS AND DIAL GAUGES

)NCLUDING BATTERY AND 23 PORT FOR 0# CONNECTION -ODEL

4RAVEL MM

$IVISION MM

3 3

4HIS !PPLIANCE CAN BE USED TO CHECK THE DISPLACEMENT CALIBRATION OF EXTEN SOMETERS DIAL GAUGES

TRANSDUCERS ETC #OMPOSED BY !LUMINIUM FRAME

$ELICATE MOVING SADDLE

$IGITAL MICROMETRIC HEAD MM TRAVEL RESOLUTION MM

ERROR LIMIT Â¢ MM 3AMPLE HOLDER TO FIT DIAL GAUGES WITH STEM HAVING MM DIAMETER DIFFERENT SAMPLE HOLDERS ARE AVAILABLE ON DEMAND 7EIGHT KG

!##%33/2)%3 FOR DIGITAL INDICATORS 3 #ABLE TO CONNECT 3 TO 0# 3 53" ADAPTOR FOR CABLE 3 3 3OFTWARE FOR DIGITAL DIAL INDICATOR 3 3 #ABLE TO CONNECT 3 TO 0#