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Currency [0]/Explanatory TextG5Explanatory Text % 0Good;Good  a%1 Heading 1G Heading 1 I}%O2 Heading 2G Heading 2 I}%?3 Heading 3G Heading 3 I}%234 Heading 49 Heading 4 I}% 5InputuInput ̙ ??v% 6 Linked CellK Linked Cell }% 7NeutralANeutral  e%3Normal % 8Normal 22Normal 2 ?9:Normal 2_App1_AGS_SG_data dict_2Aug2011 (updated 20111027) :Noteb Note   ;Note 2fNote 2   <OutputwOutput  ???%????????? ???=$Percent >Title1Title I}% ?TotalMTotal %OO@ Warning Text? Warning Text %XTableStyleMedium9PivotStyleLight16`L ABBR - AGS p CODE- AGS o UNIT - AGS  DICT- AGSCPROJ-AGS BKFL- AGS BTVT - AGS ! CDIA- AGS% CLSS- AGS5 CNMT - AGS ;> CONG- AGSNH CONS- AGS O CORE- AGSU DETL- AGS zZ DISC- AGS6d DREM- AGSi FILE- AGSnFLSH-AGSsFRAC-AGSChemical abstract service registry number (where appropriate) Test method Sample preparation Comments on test Method lower detection limit Method upper detection limit 0Client/laboratory preferred name of determinand (Name of testing laboratory/Organisation $Accrediting body (When appropriate) Laboratory Internal Reference CNMT_TYPE CNMT_TTYP CNMT_RESL CNMT_UNIT CNMT_CAS CNMT_METH CNMT_PREP CNMT_REM CNMT_LIM CNMT_NAME CNMT_LAB CNMT_CRED CL Air dried Dry weight Chloride Chemical Test House LB234675 FS22 ES SOLID_WATSAC-SINGLAS /LA-2010-0422-A!Contaminant and Chemical Testing :CODECode Code Description Chloride CODE_CODE CODE_DESC Chemical Testing Codes6Oedometer or Rowe, primary or secondary consolidation Sample condition (Test details including method statement Initial voids ratio Recompression index before P'o Compression index over CONF_INCDUndisturbed, remoulded etc ITemperature 21 degrees C, sample from base of U100 sample, axis vertical 0 to 400 FS9 CONG_TYPE CONG_COND CONG_REM CONG_INCM CONG_INCD CONG_DIA CONG_HIGT CONG_MCI CONG_MCF CONG_BDEN CONG_DDEN CONG_PDEN CONG_SATR CONG_SPRS CONG_SATH Consolidation Test - General :CONG"Oedometer stress increment number "Voids ratio at start of increment 'Voids ratio at end of stress increment ;Coefficient of secondary compression over stress increment Remarks including method used to determine coefficients reported under CONS_INMV and selected CONS_INCV (from either of ?CONS_CVRT or ?CONS_CVLG) Log time method reported CONS_INCN CONS_IVR CONS_INCF CONS_INCE CONS_INMV CONS_INCV CONS_INSC :CONSConsolidation Test:CORERotary remarks Core diameter CORE_TOP CORE_BOT CORE_PREC CORE_SREC CORE_RQD CORE_REM CORE_DIAM Rods dropped 200mm 3.10m FS5 Rotary Core Information DETL_TOP DETL_BASE DETL_DESC m Detail description Claystone Stratum Detail Descriptions:DETL DICT_TYPE DICT_GRP DICT_HDNG DICT_STAT DICT_DESC DICT_UNIT DICT_EXMP ?DICT_PGRP YFlag to indicate definition is a GROUP or HEADING (ie can be either of GROUP or HEADING) Group name Heading name /Heading status KEY or COMMON (blank for Group) Description Units Example Parent group name HEADING COMMON HOLE !User Defined Groups and Headings :DICT DISC_TOP DISC_BASE FRAC_SET DISC_NUMB DISC_TYPE DISC_DIP DISC_DIR DISC_RGH DISC_PLAN DISC_WAVE DISC_AMP DISC_JRC DISC_APP DISC_APT DISC_APOB DISC_INFM DISC_TERM DISC_PERS DISC_STR DISC_WETH DISC_SEEP DISC_FLOW DISC_REM #Discontinuity set reference number Discontinuity number Type of discontinuity "Small scale roughness (ISRM 1978) )Intermediate scale planarity (ISRM 1978) Joint roughness coefficient Surface appearance #Discontinuity aperture observation Infilling material 5Discontinuity termination (lower, upper) (ISRM 1978) Discontinuity wall weathering Seepage rating (ISRM 1978) J3 Joint Smooth Planar Slightly polished Infilled Soft clay Slightly weathered VI FS24 XR:DISCDiscontinuity Data :DREM DREM_DPTH DREM_REM Depth related remark Driving boulder ahead of casing Depth Related Remarks:FILE FILE_NAME FILE_DESC FILE_TYPE FILE_PROG FILE_DATE File set reference number File name Description of content File type "Parent program and version number Document type FS128 BH1CORO8.JPG BH1 Core photo box 8 JPG Paintshop Pro v 5.0 Associated Files FLSH_FROM FLSH_TO FLSH_TYPE FLSH_RETN FLSH_COL Type of flush Colour of flush return Water White :FLSHRotary Core Flush Details:FRAC FRAC_TOP FRAC_BASE FRAC_FI FRAC_IMAX FRAC_IAVE FRAC_IMIN /Fracture index over zone (fractures per metre) 'Details on fracture spacing descriptionFS4 Fracture Spacing:GEOL GEOL_TOP GEOL_BASE GEOL_DESC GEOL_LEG GEOL_GEOL GEOL_GEO2 GEOL_STAT General description of stratum Legend code Geology code Second geology code Third geology code 8Stratum reference shown on trial pit or traverse sketch soft bluish grey Marine CLAY M CKmStratum DescriptionsGMJ1:?GMJTGoodman Jack Tests:GRAD GRAD_SIZE GRAD_PERP GRAD_TYPE Sieve or particle size Grading analysis test type WS HDIA_HDEP HDIA_HOLE Cased to full depth )Particle Size Distribution Analysis Data :HDIAHole Diameter by Depth :?HDPHType of exploratory Hole Name of crew :The definitive person responsible for logging the section Plant used Shoring/support used 0930 Bill Mallard DPG YBM-18None Breaker required FS21 TPDepth Related Hole Information :HOLE HOLE_NATE HOLE_NATN HOLE_GL HOLE_FDEP HOLE_STAR HOLE_LOG HOLE_REM HOLE_ETRV HOLE_NTRV HOLE_LTRV HOLE_LETT HOLE_ENDD HOLE_BACD HOLE_CREW HOLE_ORNT HOLE_INCL HOLE_EXC HOLE_SHOR HOLE_STAB HOLE_DIML HOLE_DIMW HOLE_LOCM HOLE_LOCA HOLE_CLST Type of exploratory hole 7The definitive person responsible for logging the hole General remarks on hole &Ordnance survey letter grid reference Name of driller Stability Method of location %Location sub division within project Hole cluster reference number Offset Chainage Status of hole information Hole field description 18/03/1991 22/03/1991 A.B. Driller Stable during excavation dGPS SubStation 1 CLSTO1 Preliminary FS2 6421/A/BH1 HOLE_LOCX HOLE_LOCY HOLE_LOCZ Hole Or Location Equivalent @Remarks relating to orientation and inclination of hole section +Inclined borehole cross dyke body at 5m bgl%Borehole Orientation and Inclination :IPRM IPRM_TOP IPRM_BASE IPRM_STG IPRM_TYPE IPRM_PRWL IPRM_SWAL IPRM_TDIA IPRM_SDIA IPRM_IPRM IPRM_REM IPRM_FLOW IPRM_AWL IPRM_HEAD 'Stage number of multistage packer test Test number Type of test Test remarks 20/02/2003 Rising Head :IRES IRES_DPTH IRES_TYPE IRES_IRES IRES_REM Type of resistivity test < :ISPT ISPT_TOP ISPT_SEAT ISPT_MAIN ISPT_NPEN ISPT_NVAL ISPT_REP ISPT_CAS ISPT_WAT ISPT_TYPE ISPT_REM ISPT_INC1 ISPT_INC2 ISPT_INC3 ISPT_INC4 ISPT_INC5 ISPT_INC6 ISPT_PEN1 ISPT_PEN2 ISPT_PEN3 ISPT_PEN4 ISPT_PEN5 ISPT_PEN6 "Number of blows for seating drive $Number of blows for main test drive SPT N value SPT reported result Type of SPT test Remarks relating to the test ,Number of blows for 1st Increment (Seating) ,Number of blows for 2nd Increment (Seating) )Number of blows for 1st Increment (Test) )Number of blows for 2nd Increment (Test) )Number of blows for 3rd Increment (Test) )Number of blows for 4th Increment (Test) 6,8/8,9,9,9 N=35 ,Borehole topped up with water prior to test "Standard Penetration Test Results :?ISTRIn situ test numberTest method/instrument type,Notes on stress-depth relations/test remarksAssociated file reference7Stratum reference shown on trial pit or traverse sketchISRM Part III: 2003: 3.2-3.3N10~13Test zone is highly fracturedField Testing report.pdfIn Situ Stress Tests:IVAN IVAN_DPTH IVAN_TESN IVAN_REM IVAN_IVAN IVAN_IVAR IVAN_IPEN kN/m2 dd/mm/yyyy Vane test number +Details of vane test, vane size, vane type Test Date :?LEMCSample reference Specimen reference Specimen description ODetails of specimen preparation including time between preparation and testing Emerson class number Type of water used (Name of testing laboratory/organisation 9Accrediting body and reference number (when appropriate) Test status TW1Very soft, greenish grey CLAY[Representative samples are obtained by selecting 3 air-dry aggregates, 5mm - 10mm diameter.Class 1 to Class 8 Deionised AS 1289.3.8.1-1997 ABC LaboratorySAC-SINGLAS / LA-2010-0422-AFS6 TW :?MONPdeg Monitoring point identifier Instrument type 'Reading sign convention in direction A 'Reading sign convention in direction B 'Reading sign convention in direction C ZT102 01/02/2003 NA Displacement to South +ve Displacement up +ve Behind wall FS27 :?MONR?Details for instrument reference, probe logger, serial numbers FS28 :POBS PREF_TDEP POBS_DATE POBS_TIME POBS_DEP POBS_HEAD POBS_REM 26/03/1991 Reading taken during heavy rain Piezometer Readings :PREF PREF_DATE PREF_TYPE PREF_TRPS PREF_BRPS PREF_REM Piezometer type JDetails of type and depths of grouting and readout arrangements/locations PPIE Piezometer Installation Details :PRTD PRTD_TREF PRTD_DPTH PRTD_SEQ PRTD_DATE PRTD_TYPE PRTD_DIA PRTD_ARM1 PRTD_ARM2 PRTD_ARM3 PRTD_TPC1 PRTD_TPC2 PRTD_TPC3 PRTD_PPA PRTD_PPB PRTD_REM PRTD_PRES PRTD_VOL Reference number of test Sequence number Pressuremeter type 22/12/1993 SBPPressuremeter Test Data :PRTGPRTG_HA1 PRTG_HA2 PRTG_HA3 PRTG_HAA PRTG_GIA1 PRTG_GIA2 PRTG_GIA3 PRTG_GIAA PRTG_CUA1 PRTG_CUA2 PRTG_CUA3 PRTG_CUAA PRTG_PLA1 PRTG_PLA2 PRTG_PLA3 PRTG_PLAA PRTG_AFA1 PRTG_AFA2 PRTG_AFA3 PRTG_AFAA PRTG_ADA1 PRTG_ADA2 PRTG_ADA3 PRTG_ADAA PRTG_AFCV PRTG_REM OYO-E2$Pressuremeter Test Results, General :PRTL PRTL_LNO PRTL_GA1 PRTL_GA2 PRTL_GA3 PRTL_GAA Unload/Reload loop number -Pressuremeter Test Results, Individual Loops :PTIM PTIM_DATE PTIM_TIME PTIM_DEP PTIM_CAS PTIM_WAT PTIM_REM hhmm Remarks at PTIM_TIME 20/03/1991 )Stopped drilling on client s instruction Hole Progress by Time :PTST PTST_TESN PTST_REM PTST_COND PTST_SZUN PTST_UNS PTST_DIA PTST_LEN PTST_MC PTST_BDEN PTST_DDEN PTST_VOID PTST_K PTST_TSTR PTST_ISAT PTST_FSAT PTST_PDEN Permeability test number Permeability test method Voids ratio of test sample Constant head permeability test Undisturbed Laboratory Permeability Tests:PUMP PUMP_DATE PUMP_TIME PUMP_DPTH PUMP_QUAT PUMP_REM 16/03/1991 Double packer FS29 :ROCK ROCK_PLS ROCK_PLSI ROCK_PLTF ROCK_UCS ROCK_REM ROCK_PREM ROCK_UREM ROCK_E ROCK_MU ROCK_BRAZ ROCK_BREM ROCK_PORO ROCK_PORE ROCK_MC ROCK_BDEN ROCK_DDEN ROCK_PDEN ROCK_DREM ROCK_WTAB ROCK_WREM ROCK_SDI ROCK_SREM ROCK_SOUN ROCK_MREM ROCK_ACV ROCK_CREM ROCK_AIV ROCK_IREM ROCK_LOSA ROCK_LREM ROCK_AAV ROCK_PSV ROCK_FIROCK_EI ROCK_DESC ROCK_SHOR ROCK_PWAV ROCK_SWAV ROCK_EMOD ROCK_SG ROCK_SWEL $Point load test type (A, D, L or P) Details additional to ROCK_PLTF INotes on uniaxial compressive strength test, including sample dimensions Poisson s ratio ENotes on Brazilian tensile strength test including sample dimensions Notes on type of porosity test 1Aggregate particle density test method and notes 1Aggregate water absorption test method and notes 'Slake durability test method and notes *Aggregate soundness test method and notes /Aggregate crushing value test method and notes -Aggregate impact value test method and notes 5Aggregate Los Angeles abrasion test method and notes Aggregate abrasion value Aggregate polished stone value Shore hardness Golder shear box testAbrasion cutter steel testCerchar abrasivity testBrittleness value testSivers' J-value testISRM 76mm diameter 205mm high ISRM 76mm diameter 32mm thick ISRM Calliper method >BS812 Gas jar method. Saturated, surface dried 10mm aggregate $BS812 Gas jar method 10mm aggregate B5812 10-14mm aggregate -B581 2 10-14mm aggregate, saturated 15 blows -ASTM C131 9.5-19mm aggregate 500 revolutions Mudstone FS10 Rock Testing :SAMP SAMP_DIA SAMP_BASE SAMP_DESC SAMP_UBLO SAMP_REM SAMP_DATE SAMP_TIME SAMP_BAR SAMP_WDEP SAMP_TEMP SAMP_PRES SAMP_FLOW Sample description *Number of blows required to drive sampler Sample remarks Details of sample preparation Stiff brown very silty CLAY 60% recovery Preservative added FS3 Sample Reference Information:SHBG SHBG_TYPE SHBG_REM SHBG_PCOH SHBG_PHI SHBG_RCOH SHBG_RPHI <Test type e.g. small shear box, large shear box, ring shear TTest notes e.g. undisturbed, pre-existing shear, recompacted, rock joint, cut plane Small shear box Shear Box Testing - General :SHBT SHBT_TESN SHBT_BDEN SHBT_DDEN SHBT_NORM SHBT_DISP SHBT_PEAK SHBT_RES SHBT_PDIS SHBT_RDIS SHBT_PDEN SHBT_IVR SHBT_MCI SHBT_MCF Shear box stage number Remarks on test stage Reached end of travel Shear Box Testing :STCN STCN_DPTH STCN_TYP STCN_REF STCN_RES STCN_FRES STCN_PWP1 STCN_PWP2 STCN_PWP3 STCN_CON STCN_TEMP STCN_PH STCN_SLP1 STCN_SLP2 STCN_REDX STCN_FFD STCN_PMT STCN_PID STCN_FID Cone test type Cone identification reference pH reading PC C10CFIIP.C09012:?TREM 16/05/2001 )Completion of concrete pour for slab G12 Time Related Remarks:TRIG TRIG_TYPE TRIG_COND TRIG_REM TRIG_CU TRIG_COH TRIG_PHI FS7 :TRIX TRIX_TESN TRIX_SDIA TRIX_MC TRIX_CELL TRIX_DEVF TRIX_SLEN TRIX_BDEN TRIX_DDEN TRIX_PWPF TRIX_PWPI TRIX_STRN TRIX_MODE Triaxial test/stage number Mode of failure Brittle, plastic :UNIT UNIT_UNIT UNIT_DESC$Definition of and CNMT_UNIT :WETH WETH_TOP WETH_BASE WETH_GRAD WETH_REM Material weathering grade Remarks, weathering system used IV BS 5930:WSTK WSTK_DEP WSTK_NMIN WSTK_CAS WSTK_DATE WSTK_TIME WSTK_POST WSTK_FLOW WSTK_SEAL Flow rate remarks 19/03/1991 Steady flow of water into hole Water Strike Details Weathering Grades GroutFS20 .6 Boreholes, Field and Laboratory Test Results%BS 1377-3:1990:7.2 Cooling JointConjugate joint setRO.Test performed in 7 days after hole com< pletionWenner 4 pin methodS TS 14:00:00Blade size= 65/130, Genor&6 arms used indetermination of averageA+L C Saturated specimenSlightly weathered rockPH$Soil resistivity test (Wenner array)BKFL_LEGSand backfill BKFL_LEG Gravel backfill Bentonite Grout Arisings Concrete CNMT_TTYPGASGasLIQUIDLiquidSOLIDSolid SOLID_11WATSolid (1:1 Soil/Water extract) SOLID_21WATSolid (2:1 Soil/Water extract) SOLID_ACIDSolid (Acid extract) SOLID_AVAILSolid (Available) SOLID_DRYSolid (Dry weight) SOLID_EDTASolid (EDTA extract) SOLID_FREE Solid (Free) SOLID_PRESSolid (Presence of) SOLID_TOT Solid(Total)Solid (Water extract)WATERWater WATER_ACIDHYWater (Acid hydrolysable) WATER_DISSWater (Dissolved) WATER_ELEMWater(Elemental) WATER_FREE Water (Free) WATER_ORGWater (Organic) WATER_PRESWater (Presence of) WATER_TOT Water (Total)LEACHATELeachate LEACHATE_TOTLeachate (Total) LEACHATE_FREELeachate (Free) LEACHATE_DISSLeachate (Dissolved)D )Terminates against another discontinuity R Terminates within rock X Extends beyond exposure FILE_DOCT CRConstruction recordCAL Calibration data DRAW Drawing GEN General MS Method statement PH Photograph RAW Raw data REP Report TECH Technical paper FILE_DOCT Video clip GEOL_GEOLFILLBACKFILLBBeach (Littoral)EEstuarine(Transitional)F2Fluvial or Alluvial soil part of Kallang or TekongF1Alluvial soil (Granular)F2Alluvial soil (Non-granular)M Marine ClayO(A)Old Alluvium (Unweathered)O(B)"Old Alluvium (Partially weathered)O(C)#Old Alluvium (Distinctly weathered)O(D)Old Alluvium (Destructured)O(E)Old Alluvium (Residual soil)FCFort Canning Boulder BedS(VI)6Sedimentaries (rocks & associated soils) Residual soilS(V)=Sedimentaries (rocks & associated soils) Completely weatheredS(IV)9Sedimentaries (rocks & associated soils) Highly weatheredS(III)=Sedimentaries (rocks & associated soils) Moderately weatheredS(II);Sedimentaries (rocks & associated soils) Slightly weatheredS(I).Sedimentaries (rocks & associated soils) FreshG(VI)0Granite (rocks & associated soils) Residual soilG(V)7Granite (rocks & associated soils) Completely weatheredG(IV)3Granite (rocks & associated soils) Highly weatheredG(III)7Granite (rocks & associated soils) Moderately weatheredG(II)5Granite (rocks & associated soils) Slightly weatheredG(I)(Granite (rocks & associated soils) Fresh GEOL_GEO2ASAsphaltBFBEBedrockBOBOULDERBRBrickCLAYGC CLAYEY GRAVELPtC CLAYEY PEATSC CLAYEY SANDCONCONCRETEGGRAVELCG GRAVELLY CLAYPtG GRAVELLY PEATSG GRAVELLY SANDMG GRAVELLY SILTCO ORGANIC CLAYGOORGANIC GRAVELSO ORGANIC SANDMO ORGANIC SILTPtPEATCPt PEATY CLAYGPt PEATY GRAVELSPt PEATY SANDMPt PEATY SILTSSANDCS SANDY CLAYGS SANDY GRAVELPtS SANDY PEATMS SANDY SILTSILTGM SILTY GRAVELPtM SILTY PEATSM SILTY SANDTBTIMBERAGGLOMAGGLOMERATE (VOLCANIC BRECCIA)ANDEANDESITEBABASALTBRECBRECCIA CALCAREOUS MUDSTONECALCAREOUS SANDSTONECALCAREOUS SILTSTONECHALK CNG CONGLOMERATECNGSACONGLOMERATIC SANDSTONECOAL CSTUFF CRYSTAL TUFFDDOLOMITEDIDIORITEDODOLERITE ( DIABASE in UK)GABBROGND GRANODIORITEGRGRANITEGRPORGRANITE PORPHYRYLAPIL LAPILLISTONELILIMULIPALIME-PACKSTONELITUFF LITHIC TUFFLIWALIME-WACKESTONEMEMU METAMUDSTONEMESA METASANDSTONEMESI METASILTSTONEMGR MICROGRANITEMUMUDSTONEMUSAMUDDY SANDSTONENRNORITENRGABNORITIC GABBROOODLIQTZMONQUARTZ MONZONITE (ADAMELLITE)RHRHYOLITESASHSHALESI SILTSTONESPISPILITETUFFTUFFCONGTUFFACEOUS CONGLOMERATETUFFMUTUFFACEOUS MUDSTONETUFFSATUFFACEOUS SANDSTONEVOIDVoid VOLCONGVOLCANICLASTIC-CONGLOMERATEVOLMUDVOLCANICLASTIC-MUDSTONEVOLSAVOLCANICLASTIC-SANDSTONE GEOL_GEO3KrKallang Formation (Reef Member)Kt(Kallang Formation (Transitional Member) Kl#Kallang Formation (Littoral Member)Ka$Kallang Formation (Alluvial Member) -Kallang Formation (Marine Member) Marine ClayTTekong FormationHCHuat Choe FormationOA Old AlluviumJJurong Formation Murai SchistJt Tengah FaciesJsjSt. John FaciesJr Rimu FaciesJp Pandan FaciesJacAyer Chawan FaciesJj Jong FaciesJqQueenstown Facies Dyke RockBTBukit Timah GraniteR Rafted bodiesPVPalaeozoic VolcanicsGN Gombak NoriteSajahat FormationGEOL_LEGTOP SOIL MADE GROUND CONCRETE CLAY Silty CLAY Sandy CLAY Gravelly CLAY Cobbly CLAY Bouldery CLAY Silty sandy CLAY Silty gravelly CLAY Silty cobbly CLAY Silty bouldery CLAY Silty sandy gravelly CLAY Silty sandy cobbly CLAY Silty sandy bouldery CLAY "Silty sandy gravelly cobbly CLAY $Silty sandy gravelly bouldery CLAY +Silty sandy gravelly cobbly bouldery CLAY Silty sandy organic CLAY #Silty sandy gravelly organic CLAY Silty organic CLAY Sandy gravelly CLAY Sandy cobbly CLAY Sandy bouldery CLAY Sandy gravelly cobbly CLAY Sandy gravelly bouldery CLAY %Sandy gravelly cobbly bouldery CLAY Sandy organic CLAY Sandy gravelly organic CLAY Organic CLAY SILT CLAY/SILT Sandy SILT Gravelly SILT Organic SILT Sandy gravelly SILT +Clayey sandy gravelly organic cobbly SILT Sandy cobbly SILT Sandy bouldery SILT Sandy organic SILT Sandy gravelly organic SILT Sandy gravelly cobbly SILT $Sandy gravelly organic cobbly SILT Gravelly cobbly SILT Gravelly bouldery SILT Gravelly organic SILT  Gravelly organic cobbly SILT Cobbly SILT Cobbly bouldery SILT Organic cobbly SILT Bouldery SILT SAND Clayey SAND Silty SAND Gravelly SAND Cobbly SAND Bouldery SAND Clayey gravelly SAND Clayey gravelly cobbly SAND Silty gravelly SAND Silty gravelly cobbly SAND %Silty gravelly cobbly bouldery SAND Gravelly cobbly SAND Gravelly cobbly bouldery SAND Gravelly bouldery SAND Cobbly bouldery SAND SAND and GRAVEL Organic SAND Silty organic SAND Gravelly organic SAND Cobbly organic SAND Bouldery organic SAND GRAVEL Clayey GRAVEL Silty GRAVEL Sandy GRAVEL Organic GRAVEL Cobbly GRAVEL Bouldery GRAVEL Clayey sandy GRAVEL Clayey cobbly GRAVEL Clayey bouldery GRAVEL Clayey organic GRAVEL Clayey sandy organic GRAVEL Silty sandy GRAVEL Silty cobbly GRAVEL Silty bouldery GRAVEL Silty organic GRAVEL Silty organic sandy GRAVEL Sandy cobbly GRAVEL Sandy bouldery GRAVEL Sandy organic GRAVEL Silty sandy cobbly GRAVEL PEAT Clayey PEAT Silty PEAT Sandy PEAT Gravelly PEAT Cobbly PEAT Clayey sandy PEAT Clayey gravelly PEAT Silty sandy PEAT Silty sandy gravelly PEAT Sandy gravelly PEAT COBBLES Clayey COBBLES Silty COBBLES Sandy COBBLES Gravelly COBBLES Organic COBBLES Clayey sandy COBBLES Clayey gravelly COBBLES Silty sandy COBBLES Silty gravelly COBBLES Silty organic COBBLES Silty gravelly sandy COBBLES Silty sandy organic COBBLES %Silty sandy gravelly organic COBBLES Sandy gravelly COBBLES Sandy organic COBBLES Gravelly organic COBBLES COBBLES and BOULDERS BOULDERS Gravelly cobbly BOULDERS MUDSTONE SILTSTONE SANDSTONE LIMESTONE CONGLOMERATE Fine grained IGNEOUS Medium grained IGNEOUS Coarse grained IGNEOUS Fine grained METAMORPHIC Medium grained METAMORPHIC Coarse grained METAMORPHIC Pyroclastic (volcanic ash) Gypsum, Rocksalt DS Dry sieve HY Hydrometer PP Pipette WS Wet sieve < HOLE _TYPE ABS Automatic Ballast Sampler CH #Slope surface protection stripping CP #Cable percussion (shell and auger) DCP Dynamic cone penetrometer DP Dynamic probe sampling EXP Logged exposure GCOP GCO probe HA Hand Auger HOLE_TYPEINST instrument IVAN in situ penetration vane testOP Observation pit/trench PM Pressuremeter test hole RC Rotary cored RCG !Rotary drilling in common ground RO Rotary open hole Shaft SCP Static cone penetrometer Trial pit/trench TRAV +Linear logging traverse or scanline survey VC Vibrocore W Wash boring WLS Dynamic (windowless) sampler Window Sampler SRFLSeismic Reflection Line surveySRALSeismic Refraction Line surveyGRALGravity Line surveyRESLResistivity Line surveyMAGLMagnetic Line surveyBGPBorehole Geophysic survey ISPT_TYPEConeSplit spoon LEMC_LEMCClass 1Emerson Class 1Class 2Emerson Class 2Class 3Emerson Class 3Class 4Emerson Class 4Class 5Emerson Class 5Class 6Emerson Class 6Class 7Emerson Class 7Class 8Emerson Class 8 MONP_TYPEDMDiscontinuity monitoring TMUTiltmeter - Uniaxial TMBTiltmeter - Biaxial ICMInclinometer - Manual ICEInclinometer - Electronic LC Load cellETRRod Extensometer ETMMagnetic Extensometer ETTTape Extensometer EPCE&Embedment pressure cell - electronic EPCH$Embedment pressure cell - hydraulic EPCP$Embedment pressure cell - pneumatic IPCE&Interface pressure cell - electronic IPCH%Interface pressure cell - hydraulic IPCP%Interface pressure cell - pneumatic PPCE#Push in pressure cell - electronic PPCH"Push in pressure cell - hydraulic PPCP"Push in pressure cell - pneumatic MSETLevelling point or plate TSTotal station point ESET%Electronic settlement cell/gauges HSET$Hydraulic settlement cell/gauges PSET$Pneumatic settlement cell/gauges SPStandpipe SPIEStandpipe piezometer HPIEHydraulic piezometer Pneumatic Piezometer EPIEElectronic Piezometer Strain gauge Temperature measuring point GWMP Groundwater monitoring point GMPGas monitoring point SLIPSlip indicator PREF_TYPEPneumatic piezometer Electronic piezometer PRTD_TYPESelf boring pressuremeter HPDHigh pressure dilatometer WRSBP%Weak rock self boring pressuremeter MPMMenard type pressuremeter PIPPush-in pressuremeter ROCK_PLTFALPI SAMP_TYPEAMAL!Amalgamated sample (see note 3) Bulk disturbed sample BLKBlock sample Core sample CBRCBR mould sample Small disturbed sample Gas sample LB4Large bulk disturbed sample (for earthworks testing)Mazier type sample Piston sample SPTLS(Standard penetration test liner sample TWThin walled push in sample !Undisturbed sample - open drive WWater sample EWSTCN_TYPCCConductivity cone ECElectric cone FFDFuel fluorescence cone MCMechanical cone PCPiezo cone TCTemperature cone TRIG_TYPECADCEAnisotropically consolidated drained compression with pwp measurementCADECAnisotropically consolidated drained extension with pwp measurementCAUCGAnisotropically consolidated undrained compression with pwp measurementCAUEEAnisotropically consolidated undrained extension with pwp measurementCD $Consolidated drained (single stage) CDM #Consolidated drained (multi-stage) CIDCCIsotropically consolidated drained compression with pwp measurementCIDEAIsotropically consolidated drained extension with pwp measurementCU ;Consolidated undrained with pwp measurement (single stage) CUM :Consolidated undrained with pwp measurement (multi-stage) CKoU(Ko-consolidated undrained triaxial test UNCUnconfined Compressive testUU .Unconsolidated quick undrained (single stage) UUM -Unconsolidated quick undrained (multi-stage) UUP3Unconsolidated undrained with porewater measurement11BIP 1,1- Biphenyl11DEA1,1- Dichloroethane11DEE1,1- Dichloroethene11DCP1,1- Dichloropropene111TCE1,1,1- Trichloroethane1112TCE1,1,1,2- Tetrachloroethane112T122T&1,1,2- Trichloro-1,2,2-Trifluoroethane112TCE1,1,2- Trichloroethane1122TCE1,1,2,2- Tetrachloroethane12BIP 1,2- Biphenyl12D3C1,2- Dibromo-3-Chloropropane12DIB1,2- Dibromoethane12DB1,2- Dichlorobenzene12DEA1,2- Dichloroethane12DP1,2- Dichloropropane123TCB1,2,3- Trichlorobenzene123TCP1,2,3- Trichloropropane124TCB1,2,4- Trichlorobenzene124TMB1,2,4- Trimethylbenzene13DB1,3- Dichlorobenzene13DP1,3- Dichloropropane135TCB1,3,5- Trichlorobenzene135TMB1,3,5- Trimethylbenzene14DB1,4- Dichlorobenzene2BUT 2- Butanone2CNAP2- Chloronaphthalene2CP2- Chlorophenol2CT2- Chlorotoluene2MNAP2- Methylnaphthalene2MP2- Methylphenol2NA2- Nitroaniline2NP2- Nitrophenol22DP2,2- Dichloropropane2346TCP2,3,4,6- Tetrachlorophenol24DCP2,4- Dichlorophenol24DMP2,4- Dimethylphenol24DNP24DNT2,4- Dinitrotoluene245TCP2,4,5- Trichlorophenol246TCP2,4,6- Trichlorophenol26DCP2,6- Dichlorophenol26DNT2,6- Dinitrotoluene3NA3- Nitroaniline 33DCBZDNE3,3'-Dichlorobenzidine34MP3,4- Methylphenol4BPPE4- Bromophenylphenyl ether4C3MP4- Chloro-3-Methlphenol4CA4- Chloroaniline4CP4- Chlorophenol4CPPE4CT4- Chlorotoluene4IPT4- Isopropyltoluene4MP4- Methylphenol4NA4- Nitroaniline4NP4- Nitrophenol44DDD4,4- DDD44DDE4,4- DDE44DDT4,4- DDT46DN2MP4,6-Dinitro-2-methylphenolACNEN Acenaphthene ACNAPAcenaphthylene ACET Acetaldehyde AIMSACIDWACALWAcidity/Alkalinity ADSCALCO Alcohols ALDAldrin ALKBWALKCWABHC alpha- BHCAHCH alpha- HCHAL Aluminium AMETAmetryn AMMOWAmmonia AMMNSAmmoniacal nitrogen ABCAnaerobic bacteria countAIDWAnionic detergents ANTHNN AnthanthreneANTHN Anthracene ANTHSAnthrax (Presence of)SB Antimony A1016 Aroclor1016 A1221 Aroclor1221 A1232 Aroclor1232 A1242 Aroclor1242 A1248 Aroclor1248 A1254 Aroclor1254 A1260 Aroclor1260 A1262 Aroclor1262 HYDRSAromatic hydrocarbons Arsenic ASB Asbestos ATZ Atrazine AVFAZPEAzinphos-ethyl AZPMAzinphos-methyl AZB Azobenzene Barium BENZBenzene BENABenzo(a) anthraceneBENAPBenzo(a) pyreneBENBBenzo(b) fluorantheneBENGIBenzo(ghi) peryleneBENKBenzo(k) fluorantheneBENEPBenzo(e) pyreneBENZACIDBENZALCBenzylalcohol Beryllium BBHC beta- BHCBHCH beta- HCHBICS Bicarbonate BICAWBICPBBichlorobiphenyl BIOXWBiochemical oxygen demandBPHENYLB2CEEB2CEMB2CEYEB2CIPEB2EHPBoron BROMWBromide BROMBE Bromobenzene BROMCMBromochloromethane BROMOBromodichloromethane BROMF Bromoform BROMM Bromomethane GBUTButane BUTABBPBUTP butylphenol CPERFC.Perfringens CDCadmium CACalcium CACOSCalcium carbonate HARDWCALOSCARB Carbaryl CBZ CarbazoleCARF Carbofuran CARBONCarbonGCARDCarbon dioxide CDSCarbon Disulphide GCARMCarbon monoxide CTETCarbon tetrachloride COS Carbonate CATE Catechol CATISCation exchange capacityCATWCationic detergents CHOXWChemical oxygen demandCFPChlorfenvinphos CLHYSChlorinated hydrocarbons CHLOW Chlorine CHDWChlorine demand CBENZChlorobenzene CETH Chloroethane CHETH Chloroethene CFM Chloroform CMNChloromethane CNAPChloronaphthalene CNAChloronitroaniline CPHE< Chlorophenols(Total) CPYR Chlorpyrifos Chromium CRYN Chrysene C13DPcis- 1,3-Dichloropropane12DEEcis 1,2 -Dichloroethene13DCPEcis 1,3 -DichloropropeneCOALSCobalt COLOCOMBSCombustibility CNCOMPComplex Cyanide CUCopper CRESCresols CNCyanide CYPYRNDECPBDecachlorobiphenyl DECADecane DBHC delta- BHCDEMS Demeton- SDNOPDIAZ Diazinon DIABNDBF Dibenzofuran DIBMDibromochloromethane DBEDibromoethane DIBROMDibromomethane DBTDCHLBDichlorobenzene(Total) DCFMDichlorodifluoromethane DICMDichloromethane DCPHEDichlorophenol(Total) DCV Dichlorvos DIEL Dieldrin DRODiesel range organicsDEPDiethyl phthalate GDIESDiethyl sulphide DMETH Dimethoate DIMPDimethyl phthalate DIMPHDimethylphenols DNBPDi-n-butyl phthalate DPEDiphenyl ether Dissolved oxygen DST Disulfoton DOCS Docosane DOD Dodecane DOTCDotriacontane EICO Eicosane CONDWElectrical conductivity EHWElectrolytic potential ENDOI Endosulfan I ENDOIIEndosulfan II ENDSULENDREndrin ENDALDEndrin aldehyde ESCCEscherichia Coli GETHAEthane GETHEEthene EPAREthyl parathion ETHYL Ethylbenzene EGLWEthylene glycol ETRP Etrimphos FCOLFaecal Coliforms FSTPFaecal Streptococci FTT Fenotrothion FENT Fenthion FERCS Ferricyanide FERFSFerro-ferricyanide FLNN Fluoranthene FLN Fluorene FLS Fluoride FORMA FormaldehydeFTUFormazin Turbidity UnitsFCAMFurancarboxaldehyde methyl- GBHC gamma- BHCGHCH gamma- HCHGPSHALOGHELHelium HEPC Heptachlor HEPEPOHEPPBHeptachlorobiphenyl HEPD Heptadecane HEPTEHeptene HEPP Heptenophos HCHLBHexachlorobenzene HEXPBHexachlorobiphenyl HEXBUTHexachlorobutadiene HCCPHexachlorocyclopentadiene HCEHexachloroethane HEXAC Hexacosane HEXD Hexadecane CRVIHexavalent Chromium HDTSHydrocarbons(Total) GHYD Hydrogen GHYDCGHYDSINDPIndeno(1,2,3 -cd) pyreneIOWIodide IODP Iodofenphos FEIron IPBiso- PropylbenzeneISODIsodrin ISOP Isophorone IPPNITRSPNEUL Pneumophila bacteriumLANGWLangelier Index PBLead LEGLegionella bacterium LINDLindane LithiumIGNISMXYL Magnesium MALTH Malathion MANE Maneb(ACN) MN Manganese HGMercury METC Methacriphos GMETHMethane METXC Methoxychlor METPMethyl parathion METHPMethylphenols MEVP Mevinphos MOILS Mineral oils MOISTMoisture content Molybdenum MCHLBMonochlorobenzene(Total) MONPBMonochlorobiphenyl MCPHEMonochlorophenol(Total) MTBEMTBE NBUTn- ButylbenzeneNNNPn- Nitrosodi-n-PropylamineNNDPAN- NitrosodiphenylamineNPBn- PropylbenzeneNAPTHH Naphthalene NAP1MNaphthalene1 -methyl-NAP12DNaphthalene1,2 -dimethyl-NAPHOLS Naphthols NINickel NIRSNitrate NIISNitrite NITB Nitrobenzene GNIT Nitrogen NONPBNonachlorobiphenyl NIDWNonionic detergents NONP Nonylphenol NSOS NSO/Resins OCP o- CresolOXYL o- XyleneOCTPBOctachlorobiphenyl OCTC Octacosane OCTD Octadecane OMSPBLSTIOSORGSOrganosulphur compounds ORTHSOrthophosphate GOXOxygen PCP p- CresolPAHSPARTH Parathion PCB101SPCB101 PCB118SPCB118 PCB138SPCB138 PCB153SPCB153 PCB156SPCB156 PCB180SPCB180 PCB28SPCB28 PCB31SPCB31 PCB52SPCB52 PCHLBPentachlorobenzene(Total) PENPBPentachlorobiphenyl PNCPPentachlorophenol PROPetrol range organicsPHSpH PPENN Phenanthrene PHEPhenol PHEMSPhenol(Monohydric) PHETSPhenol(Total) PHEIDX Phenol Index PHORPhorate POSPM Phosphamidon PHOS Phosphate PHOTS Phosphorous PHTHPhthalates(Total) PIRIM Pirimiphos PTPlatinumPCBSK Potassium PPTDEppTDE PROM Prometryn GPROPPropane PROPZ Propazine PROPP Propetamphos PGLWPropylene glycol PYRNPyrene PYR Pyridine RDNRadon REPTWRedox potential RESO Resorcinol SALMSalmonellae excluding S typhiGSATHSaturated hydrocarbons SECBsec- ButylbenzeneSE Selenium SILSSilica Silicon AGSilver SIMZ Simazine SIMT Simetryne NASodium SOLVSSolvent extractable matterSTONESR Strontium STYStyrene SO3SO4SULIS Sulphide SULESSulphur TECZ Tecnazene TE TelluriumTERB Terbutryn TERTBtert- Butylbenzene4CBTetrachlorobenzene(Total) TETPBTetrachlorobiphenyl TCETetrachloroethane TETCTetrachloroethene TR4MSTetrachloromethane 4TCPTetrachlorophenol(Total) TETRC Tetracosane TETRD Tetradecane THFTetrahydrofuran THTTetrahydrothiophene TTCTetratriacontane TLThalliumTCOLTHIOS Thiocyanate SNTin TITitaniumTOLToluene TCCTotal Coliform countDISSTotal dissolved solidsTHWTotal hardness TICTotal inorganic carbonORGCWTotal organic carbonTONIWTotal oxidised nitrogenTPHTotal petroleum hydrocarbonsTPCTotal plate countSUSPTotal suspended solidsTVCT12DETrans- 1,2-DichloroetheneT13DPTrans- 1,3-DichloropropeneTCONT Triacontane TRIZP Triazophos TBMTribromomethane TBTTCHLBTrichlorobenzene(Total) TRICPBTrichlorobiphenyl TRCETrichloroethene TCFETrichlorofluoromethane TR3MSTrichloromethane TCPHETrichlorophenol(Total) TRIZ Trietazine TRIF Trifluralin TMPHETrimethylphenols TPTTURBWUREAUrea V Vanadium VCHLVFATWVSOLWVOLS Volatiles XYL Xylenols XEPZNZinc mm millimetre cm centimetre metre km kilometre cm2square centimetrem2 square metrekm2square kilometrecm3cubic centimetrem3 cubic metrel litreN Newton kN kiloNewton MN megaNewton g gram kg kilogram Mg megagramkiloNewtons per square metre kPa kiloPascal MN/m2 megaNewtons per square metre MPa megaPascal GPa gigaPascal kg/cm2 kilograms per square centimetre bar kN/m3 kiloNewtons per cubic metre Mg/m3 megagrams per cubic metre g/cm3 grams per cubic centimetre kg/m3 kilograms per cubic metre kg/m kilograms per metre run s second min minute hr hour dayday month yr year hours minutes hhmmss hours minutes seconds day month year mm/s millimetres per second mm/mincm/s centimetres per second m/s metres per second km/hr kilometres per hour l/s litres per second l/min litres per minute m3/s cubic metres per second ug/l micrograms per litre mg/l milligrams per litre g/l grams per litre ug/kg micrograms per kilogram mg/kg milligrams per kilogram ppb parts per billion ppm parts per million ppmv Parts per million volume % percentage % dry weight percentage of dry weight %vol percentage volume m2/MN square metres per megaNewton m2/yr square metres per year Nm Newton metre degree (angle) DegC degree Celsius uV microVolt mV milliVolt ohm Ohm ohm cm Ohm centimetre ohm m Ohm metre uS/cm microSiemens per centimetre kJ/kg kiloJoules per kilogram counts/s counts per second YesYes No Description Unit UsedNOTE: KEY Field COMMON Field&Casing stuck in 30m below ground levelBackfill remarks Borehole Televiewer TestsDepth to top of test sample (m)Depth achieved at CDIA_HOLE (m)Casing diameter (mm)Depth of test (m)Dip direction (Deg)Dip angle (Deg)Joint aperture (mm)Depth to top of section (m)Depth to base of section (m)< Specimen depth (m) Specimen depth (m) Oed, Rowe=Coefficient of volume compressibility over CONG_INCD (m2/MN) Defined stress range (kN/m2)Test specimen diameter (mm)Test specimen height (mm)Initial moisture content (%)Final moisture content (%)Initial bulk density (Mg/m3)Initial dry density (Mg/m3)4Particle density (BS 1377) with # if assumed (Mg/m3) Initial degree of saturation (%)Swelling pressure (kN/2)LHeight change of specimen on saturation as percentage of original height (%)Preconsolidated pressure (kPa)3Stress at end of stress increment/decrement (kN/m2)LReported coefficient of volume compressibility over stress increment (m2/MN)CReported coefficient of consolidation over stress increment (m2/yr)GCoefficient of consolidation determined by the root time method (m2/yr)FCoefficient of consolidation determined by the log time method (m2/yr)Depth to top of core run (m)Depth to bottom of core run (m)2Percentage of core recovered in core run (TCR) (%)8Percentage of solid core recovered in core run (SCR) (%)/Rock quality designation for core run (RQD) (%)&Depth to top of detail description (m)'Depth to base of detail description (m)cDepth to top in hole, or distance to start on traverse, of discontinuity zone, or discontinuity (m)PDepth to base in hole, or distance to end on traverse, of discontinuity zone (m)Dip of discontinuity (deg)$Dip direction of discontinuity (deg)0Large scale waviness, wavelength (ISRM 1978) (m)/Large scale waviness, amplitude (ISRM 1978) (m)'Discontinuity aperture measurement (mm)Persistence measurement (m)!Discontinuity wall strength (MPa)Water flow estimate (l/min)Depth of DREM_REM (m)Base depth (m)Depth to top of flush zone (m)!Depth to bottom of flush zone (m)Flush return (%)GDepth to top in hole, or distance to start on traverse, of the zone (m)FDepth to base in hole, or distance to end on traverse, of the zone (m)'Maximum fracture spacing over zone (mm)'Average Fracture Spacing over zone (mm)'Minimum fracture spacing over zone (mm)Depth to the top of stratum (m)$Depth to the base of description (m)Percentage passing/finer (%)Depth achieved at HDIA_HOLE (m)Borehole diameter (mm)Time of start of section (hhmm)%Date of start of section (dd/mm/yyyy)#Date of end of section (dd/mm/yyyy)Time of end of section (hhmm)File date (dd/mm/yyyy)'Date of production of data (dd/mm/yyyy)Date of backfill (dd/mm/yyyy)Natural moisture content (%)Liquid limit (%)Plastic limit (%) Bulk density (Mg/m3)Dry density (Mg/m3)Particle density (Mg/m3)#Percentage passing 425 m sieve (%)Shrinkage limit (%)Linear shrinkage (%)1Hand vane undrained shear strength (peak) (kN/m2)6Hand vane undrained shear strength (remoulded) (kN/m2)4Pocket penetrometer undrained shear strength (kN/m2)7Laboratory vane undrained shear strength (peak) (kN/m2)<Laboratory vane undrained shear strength (remoulded) (kN/m2)UNational grid easting of hole or start of traverse (based on SLA's SVY 21 system) (m)VNational grid northing of hole or start of traverse (based on SLA's SVY 21 system) (m)mGround level relative to datum of hole or start of traverse (based on SLA's Precise Levelling Datum, PLD) (m)aChart datum level relative to datum of hole or start of traverse (based on MPA's Chart datum) (m)Final depth of hole (m))Date of start of excavation (dd/mm/yyyy)=Vibration wire piezometer installed at 11.00mbgl / TerminatedKNational grid easting of end of traverse (based on SLA's SVY 21 system) (m)LNational grid northing of end of traverse (based on SLA's SVY 21 system) (m)cGround level relative to datum of end of traverse (based on SLA's Precise Levelling Datum, PLD) (m)Local grid x co-ordinate (m)Local grid y co-ordinate (m)Level to local datum (m)Hole end date (dd/mm/yyyy)Hole backfill date (dd/mm/yyyy)QInclination of hole or traverse (measured positively down from horizontal) (deg) :Orientation of hole or traverse (degrees from north) (deg)'Trial pit or logged traverse length (m)&Trial pit or logged traverse width (m),Depth to top of exploratory hole section (m)-Depth to base of exploratory hole section (m)NOrientation of exploratory hole section or traverse (degrees from north) (deg)dInclination of exploratory hole section or traverse (measured positively down from horizontal) (deg)As-built Location Plan.pdf4Associated file reference (e.g. test result sheets) +Easting for the top of inclined section (m),Northing for the top of inclined section (m)4Elevation/ depth for the top of inclined section (m)In Situ Permeability TestsDepth to top of test zone (m)Depth to base of test zone (m)FDepth to water in borehole or piezometer immediately prior to test (m)#Depth to water at start of test (m)Diameter of test zone (m)#Diameter of standpipe or casing (m)Permeability (m/s)+Average flow during packer test stage (l/s))Depth to assumed standing water level (m)OApplied total head of water during test stage at centre of packer test zone (m)Test date (dd/mm/yyyy)FS26In Situ Resistivity Tests9Depth range to which in situ resistivity test relates (m)8Details of test e.g. electrode spacing and configurationResult (ohm cm)Depth to top of test (m)7Total penetration for seating drive and test drive (mm) Casing depth at time of test (m)"Depth to water at time of test (m)Self-weight penetration (mm)2Penetration for 1st Increment (Seating Drive) (mm)2Penetration for 2nd Increment (Seating Drive) (mm)*Penetration for 1st Increment (Test) (mm) )Penetration for 2nd Increment (Test) (mm))Penetration for 3rd Increment (Test) (mm))Penetration for 4th Increment (Test) (mm)HMaximum horizontal principal stress, SH (Calculated from equation) (MPa)& 'HMinimum horizontal principal stress, Sh (Calculated from equation) (MPa)& '>Vertical principal stress, Sv (Calculated from equation) (MPa) RDirection angle range of the acting maximum horizontal principal stress, SH (deg)J K0Hydraulic fracturing rock tensile strength (MPa)In Situ Vane TestsDepth of vane test (m)Vane test result (kN/m2)"Vane test remoulded result (kN/m2) Hand penetrometer result (kN/m2)Test Date (dd/mm/yyyy)Emerson Class TestsDepth to top of sample (m) Temperature of water used (DegC) Monitor Points-Distance of monitoring point from HOLE_ID (m)Installation date (dd/mm/yyyy)9Distance to start of response zone from HOLE_ID datum (m)7Distance to end of response zone from HOLE_ID datum (m)4Bearing of monitoring axis A (compass bearing) (deg)4Bearing of monitoring axis B (compass bearing) (deg)4Bearing of monitoring axis C (compass bearing) (deg)QInclination of instrument axis A (measured positively down from horizontal) (deg)QInclination of instrument axis B (measured positively down from horizontal) (deg)QInclination of instrument axis C (measured positively down from horizontal) (deg)Displacement to East +ve Monitor Point ReadingsDate of reading (dd/mm/yyyy)Time of reading (hhmmss)4Distance A from HOLE_ID (slip indicator top rod) (m)3Distance B from HOLE_ID (slip indicatortop rod) (m) Displacement in direction A (mm) Displacement in direction B (mm) Displacement in direction C (mm)Pressure (kN/m2)"Rotation/Tilt in direction A (deg)"Rotation/Tilt in direction B (deg)Rotation in direction C (deg)Strain in direction A (%)Strain in direction B (%)Strain in direction C (%) Force (kN)Temperature (DegC)Absolute position (Easting) (m)%Depth to water from HOLE_ID datum (m) Absolute position (Northing) (m)Absolute position (Level) (m)Head of water above tip (m)Gauge length (m) Flow (l/s).Depth to reference level of piezometer tip (m)'Date of piezometer reading (dd/mm/yyyy)#Time of piezometer reading (hhmmss)'Depth to water below ground surface (m)&Head of water above piezometer tip (m))Piezometer installation date (dd/mm/yyyy)!Depth to top of response zone (m)"Depth to base of response zone (m)< &Grout (Cement,1:Bentonite,0.5:Water,4)FS6Date of test (dd/mm/yyyy))Uninflated diameter of pressuremeter (mm)Arm (pair) 1 displacement (mm)Arm (pair) 2 displacement (mm)Arm (pair) 3 displacement (mm)#Total pressure/arm (pair) 1 (kN/m2)#Total pressure/arm (pair) 2 (kN/m2)#Total pressure/arm (pair) 3 (kN/m2)Pore pressure cell A (kN/m2)Pore pressure cell B (kN/m2)#Total pressure in test cell (kN/m2) Volume change in test cell (cm3)1Estimated horizontal stress, arm (pair) 1 (kN/m2)1Estimated horizontal stress, arm (pair) 2 (kN/m2)1Estimated horizontal stress, arm (pair) 3 (kN/m2),Estimated horizontal stress, average (kN/m2)+Initial shear modulus, arm (pair) 1 (MN/m2)+Initial shear modulus, arm (pair) 2 (MN/m2)+Initial shear modulus, arm (pair) 3 (MN?m2)&Initial shear modulus, average (MN/m2).Undrained shear strength, arm (pair) 1 (kN/m2).Undrained shear strength, arm (pair) 2 (kN/m2).Undrained shear strength, arm (pair) 3 (kN/m2))Undrained shear strength, average (kN/m2)$Limit pressure, arm (pair) 1 (kN/m2)$Limit pressure, arm (pair) 2 (kN/m2)$Limit pressure, arm (pair) 3 (kN/m2)Limit pressure, average (kN/m2)%Angle of friction, arm (pair) 1 (deg)%Angle of friction, arm (pair) 2 (deg)%Angle of friction, arm (pair) 3 (deg) Angle of friction, average (deg)%Angle of dilation, arm (pair) 1 (deg)%Angle of dilation, arm (pair) 2 (deg)%Angle of dilation, arm (pair) 3 (deg) Angle of dilation, average (deg)5Angle of friction at constant volume (xcv) used (deg)FS11Creep pressure (kN/m2))Menard pressure modulus (Natural) (kN/m2)(Menard pressure modulus (Reload) (kN/m2)1Unload/reload shear modulus, arm (pair) 1 (MN/m2)1Unload/reload shear modulus, arm (pair) 2 (MN/m2)1Unload/reload shear modulus, arm (pair) 3 (MN/m2),Unload/reload shear modulus, average (MN/m2)%Date of progress reading (dd/mm/yyyy)Time of progress reading (hhmm)Hole depth at PTIM_TIME (m) Depth of casing at PTIM_TIME (m)Depth to water at PTIM_TIME (m)4Size cut off of material too coarse for testing (mm)HProportion of material too coarse for testing - BS 1377 Part5 cI 5.7 (%)Diameter of test sample (mm)Length of test sample (mm)+Initial moisture content of test sample (%)+Initial bulk density of test sample (Mg/m3)"Dry density of test sample (Mg/m3)!Coefficient of permeability (m/s)]Mean effective stress at which permeability measured (when measured in triaxial cell) (kN/m2)Final degree of saturation (%)1Particle density, measured or (#) assumed (Mg/m3) Pumping TestsDepth to water below ground (m)Pumping rate from hole (l/s)#Uncorrected point load (ls) (MN/m2)/Size corrected point load index (ls 50) (MN/m2)6Uniaxial compressive strength (size corrected) (MN/m2)Elastic modulus (MN/m2)0Tensile strength by the Brazilian method (MN/m2)Rock porosity (%) Rock bulk density (Mg/m3)Rock dry density (Mg/m3)"Aggregate particle density (Mg/m3)Aggregate water absorption (%)Slake durability index (%)$ISRM 2nd cycle tap water at 20 degC Aggregate soundness test (%)@BS 812 magnesium sulphate 10-14mm aggregate 5 cycles % retained Aggregate crushing value (%)Aggregate impact value (%)"Aggregate Los Angeles abrasion (%)Aggregate flakiness index (%)Aggregate elongation index (%)P-wave velocity (m/s)S-wave velocity (m/s)Dynamic elastic modulus (GPa)*Shear modulus derived from ROCK_SWAV (GPa)Rock swelling index (kN/m2)Saw cut test (deg)Petrographic analysis (Yes/No)Sample diameter (mm)Depth to base of sample (m)Date sample taken (dd/mm/yyyy)Time sample taken (hhmmss)-Barometric pressure at time of sampling (kPa);Depth to water below ground surface at time of sampling (m)-Sample temperature at time of sampling (DegC)%Gas pressure (above barometric) (kPa)Gas flow (l/min)Peak cohesion intercept (kN/m2)Peak angle of friction (deg)#Residual cohesion intercept (kN/m2) Residual angle of friction (deg)FS18Shear box normal stress (kN/m2)Displacement rate (mm/min)#Shear box peak shear stress (kN/m2)'Shear box residual shear stress (kN/m2)(Displacement at peak shear strength (mm),Displacement at residual shear strength (mm)3Particle density - measured or, (#) assumed (Mg/m3) Static Cone Penetration Tests(Depth of result for static cone test (m)Cone resistance (MN/m2)+Local unit side friction resistance (kN/m2)Porewater pressure (kN/m2)!Second porewater pressure (kN/m2)!Third porewater pressure (kN/m2)Conductivity (uS/cm)Slope indicator no. 1 (deg)Slope indicator no. 2 (deg)Redox potential reading (mV)Fluorescence intensity (%)FS12(Photo-multiplier tube reading (counts/s)&Photo ionization detector reading (uV)&Flame ionization detector reading (uV)FS28Date of remark (dd/mm/yyyy)Time of remark (hhmmss)Time related remarkTriaxial Tests - General UU Sample contained shell fragments5Test method, additional information, failure criteria)Value of undrained shear strength (kN/m2)3Cohesion intercept associated with TRIG_PHI (kN/m2)BAngle of friction for effective shear strength triaxial test (deg),Coefficient of permeability at 20 degC (m/s)Triaxial TestsSpecimen diameter (mm)%Specimen initial moisture content (%)Total cell pressure (kN/m2)"Deviator stress at failure (kN/m2)Sample length (mm)%Porewater pressure at failure (kN/m2)2Porewater pressure at start of shear stage (kN/m2)Strain at failure (%)*Depth to top of weathering subdivision (m)+Depth to base of weathering subdivision (m)Minutes after strike (min)Depth to water strike (m)(Casing depth at time of water strike (m)!Date of water strike (dd/mm/yyyy)Time of water strike (hhmm)*Depth to water after WSTK_NMIN minutes (m)0Depth at which water strike sealed by casing (m)Remarks Bedding plane!Asphalt, Tar, Bituminous MaterialBRICKARKOSE GREYWACKECHERTCALCAREOUS SHALE/MARL"OOID_LIMESTONE (OOLITIC LIMESTONE)/SANDY LIMESTONE (ARENACEOUS MICRITIC LIMESTONE)/LIME_MUDSTONE (ARGILLACEOUS MICRITIC LIMESTONE)CARBONACEOUS LIMESTONE VITRIC TUFFVOLCANICLASTIC SANDSTONEVOLCANICLASTIC CONGLOMERATEVOLCANICLASTIC MUDSTONEMARBLEDOLOMITIC MARBLESLATESCHIST QUARTZITE FAULT BRECCIA CATACLASITEMYLONITEPROJ PROJ_CID PROJ_PROD PROJ_RECV PROJ_ISNO PROJ_STAT FILEDRAWCLSS CLSS_REM CNMT CNMT_ULIM CNMT_LBID CONG CONG_IVR CONS CONS_CVRT @Coefficient of consolidation determined by the root time method CONS_CVLG ?Coefficient of consolidation determined by the log time method CONS_REM DICT DICT_PGRP DREM DREM_BDEP Base depth HDIA HDIA_REM HOLE HOLE_OFFS HOLE_CNGE HOLE_STAT IVAN IVAN_DATE ISPT ISPT_SWP Self-weight penetration mmSAMP SAMP_PREP SHBT SHBT_REM TRIXTRIX_CU "Value of undrained shear strength IPRM IPRM_TESN IPRM_DATE Test date IRES IRES_TESN IRES_DATE GROUPBKFLKEY BKFL_TOP Depth to top of section BKFL_BASE Depth to base of section 11 .40 BKFL_DATE Date of backfill BKFL_REM Backfill Remarks Arisings F520 HDPH HDPH_TOP HDPH_BASE TP (see Appendix 3) HDPH_STAR Date of start of section HDPH_STAT Time of start of section HDPH_ENDD Date of end of section HDPH_ENDT Time of end of section HDPH_CREW HDPH_LOG HDPH_EXC HDPH_SHOR HDPH_REM MONP Monitor Point MONP_DIS *Distance of monitoring point from HOLE_ID MONP_ID MONP_DATE Installation date MONP_TYPE TS (See Appendix 3) MONP_TRZ 6Distance to start of response zone from HOLE_ID datum MONP_BRZ 4Distance to end of response zone from HOLE_ID datum MONP_BRGA /Bearing of monitoring axis A (compass bearing) MONP_BRGB /Bearing of monitoring axis B (compass bearing) MONP_BRGC /Bearing of monitoring axis C (compass bearing) MONP_INCA LInclination of instrument axis A (measured positively down from horizontal) MONP_INCB <LInclination of instrument axis B (measured positively down from horizontal) MONP_INCC LInclination of instrument axis C (measured positively down from horizontal) MONP_RSCA Displacement to East ve MONP_RSCB MONP_RSCC MONP_REM MONRMonitor Point Reading MONR_DATE Date of reading MONR_TIME Time of reading MONR_DSTA 1Distance A from HOLE_ID (slip indicator top rod) MONR_DSTB 0Distance B from HOLE_ID (slip indicatortop rod) MONR_DSPA Displacement in direction A MONR_DSPB Displacement in direction B MONR_DSPC Displacement in direction C MONR_PRES Pressure MONR_ANGA Rotation/Tilt in direction A MONR_ANGB Rotation/Tilt in direction B MONR_ANGC Rotation in direction C MONR_STRA Strain in direction A MONR_STRB Strain in direction B MONR_STRC Strain in direction C MONR_FORC Force MONR_TEMP Temperature MONR_WDEP "Depth to water from HOLE_ID datum MONR_EAST Absolute position (Easting) MONR_NRTH Absolute position (Northing) MONR_LEV Absolute position (Level) MONR_WHD Head of water above tip MONR_GAUG Gauge length MONR_FLOW Flow I/s MONR_REM TREM TREM_DATE Date of remark TREM_TIME Time of remark TREM_REM Time related remark F528 BTVTBorehole Televiewer HOLE_ID BTVT_TREF BTVT_DPTH Depth of testmBTVT_DD Dip directiondegBTVT_DA Dip angle BTVT_APTRJoint aperture BTVT_RGHN BTVT_JCDNBTVT_REMRemarkBedding CONG_RCOMCONG_COM CONG_PRCPPreconsolidated pressurekPaFRACFRAC_REMGEOLKm (See Appendix 3)GMJT GMJT_DPTHDepth of test zone GMJT_TESNGMJT_GMJ&Test result of modulus of deformation GPaHOLE_CDL]Chart datum level relative to datum of hole or start of traverse (based on MPA's Chart datum) HOLE_FRECHORN HORN_TOP )Depth to top of exploratory hole section HORN_BASE *Depth to base of exploratory hole section HORN_ORNT IOrientation of exploratory hole section or traverse (degrees from north) HORN_INCL _Inclination of exploratory hole section or traverse (measured positively down from horizontal) HORN_REM  2Associated file reference (eg test result sheets) AsBuilt Location Plan.pdf HORN_EAST'Easting for the top of inclined section m HORN_NOTH(Northing for the top of inclined section HORN_ELEV0Elevation/ depth for the top of inclined sectionISTRISTR_TOPDepth to top of test zone ISTR_TESN ISTR_BASEDepth to base of test zone ISTR_METH ISTR_MASHMPa ISTR_MISHISTR_SYISTR_DIRISTR_TEN*Hydraulic fracturing rock tensile strengthISTR_REM FILE_FSETLEMCEmerson Class TestCC4001Depth to top of sample TW (See Appendix 3) SPEC_REF SPEC_DESC SPEC_PREP LEMC_LEMC $Class 1 to Class 8 (See Appendix 3) LEMC_WTYP LEMC_TEMP Temperature of water used degC LEMC_METH LEMC_LAB LEMC_CRED LEMC_STAT PRTGPRTG_CRPCreep pressurekN/m2 PRTG_MPMI!Menard pressure modulus (Natural) PRTG_MPMR Menard pressure modulus (Reload)ROCKROCK_SCT Saw cut testROCK_GSB ROCK_ACST ROCK_CERA ROCK_BRIVROCK_SJV ROCK_PTRO=Petrographic analysic ( equivalent quartz content)TRIGTRIG_PBT'Coefficient of permeability at 20 deg Cm/sAKARKOSE (FELDSPATHIC-ARENITE )CAMUCASACASHCASICATACHDLMDLRDOMBFBRECGBGWKLIMESTONE (MICRITC LIMESTONE)LICA/LIME-MUDSTONE (ARGILLACEOUS MICRITIC LIMESTONE)LISAMY"OOID-LIMESTONE (OOLITIC LIMESTONE)QUARTSANDSTONE (ARENITE)SCHSLTUFF ( VITRIC TUFF)in-situ resistivityAxial Diametral Parallel to planes of weakness $Perpendicular to planes of weakness Irregular lump Block &Soil sample for environmental testing 'Water sample for environmental testing millimetres per minutes2,4- Dinitrophenol4- Chlorophenyl phenyl etherAcid insoluble matterAcidity as Calcium carbonateAerobic dip slide colonies Alkalinity- Bicarbonate as CaCO3Alkalinity- Carbonate as CaCO3Aviation fuel Benzoic Acid Biphenylbis (2 - chloroethoxy) etherbis (2 - chloroethoxy) methanebis (2 - chloroethyl) etherbis (2 - chloroisopropyl) etherbis (2 - ethylhexyl) phthalate"Butanoic acid, 1-methyloctyl esterButyl benzyl phthalate%Calcium hardness as Calcium carbonateCalorific value Coal tar derivativesColiform organisms Cyclopenta (cd) pyreneDi- n - octyl phthalateDibenzo (ah) anthracene Dibutyl tin Endosulfan sulphate Gram Positive SporeHalogenated compounds Heptachlor epoxide Hydrogen cyanide Hydrogen sulphide Isopropyl phenol Kjeldahl nitrogen (Total)Loss on ignition m & p-XyleneOrganic matter Organo lead Organo tin )Polynuclear aromatic hydrocarbons (Total)Polychlorinated biphenyls Stone content Sulphate as SO3Sulphate as SO4Thermotolerant Coliforms Total viable count Tributyl tin Triphenyl tin Turbidity N T UVinyl chloride Volatile fatty acidsVolatile suspended solidsXylenols & EthylphenolsBMaximum horizontal principal stress, SH (Calculated from equation)&' BMinimum horizontal principal stress, Sh (Calculated from equation)&( 8Vertical principal stress, Sv (Calculated from equation) MDirection angle range of the acting maximum horizontal principal stress, SH JC6421 BH1ES1PBT-1RES-1VST-1CR2TW2TW3: C6421 PMT-1 HDPT_CREW Project IDPROJ_ID:C6421 %Test result of modulus of deformationHOLE:FILE_FSET BKFL:FILE_FSET PROJ:FILE_FSET CLSS:FILE_FSET CNMT:FILE_FSET CONG:FILE_FSET CORE:FILE_FSET DISC:FILE_FSET FRAC:FILE_FSET GEOL:FILE_FSET HDPH:FILE_FSET IPRM:FILE_FSET ISTR:FILE_FSETLEMC:FILE_FSET MONP:FILE_FSET MONR:FILE_FSET PREF:FILE_FSET PTST:FILE_FSET PUMP:FILE_FSET SAMP:FILE_FSET SHBG:FILE_FSET STCN:FILE_FSET TREM:FILE_FSET TRIG:FILE_FSET ROCK:FILE_FSET CLSS_SLIM O QuSVUVY> T[ ] U_2ajpc)eafh~jCl{|np%qtwy H{e | ~>[C`7T18ݏRKOH 81TMZSun~weO(ش˺ Ƽ f#-{T nG}O ep*c w 0 m' C{=[R }7z4D1 cQ TU[ = #?')FW+, E.^13c568EB; <V N> @NCJFG6ccB ɀ X6T_;jtKӉ[k{#3i  dMbP?_*+%&ffffff?'ffffff?(?)?MAdobe PDFS 4dA4PRIV ''''0P4(FFSMTJAdobe PDF ConverterResolution600dpiPageSizeA4PageRegionLeadingEdgeInputSlot*UseFormTrayTable0EBDAStandard" d333333?333333?&<3U} C} mC} $C} PC}  C} $ C} C} $ C} C} $ C} C} $ C6 X@,, , , , , ,,,,,,,,,,,,,,,,,,, A A D D D D D A3 2   E* E+ F, F( B B- B. 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rVH n r rVH n r rVH n r rVH n r rVH n r rVH n r rVH n r rVH n r rVH n r rVD@ l>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,H n r rVH n r rVH n r rVH n r rVH n r rVH n r rVH n r rVH n r rVH n r rVH n r rVH n r rVH n r rVH n r rVH n r rVH n r rVH n r rVH n r rVH n r rVH n r rVH n r rVH n r rVH n r rVH n r rVH n r rVH n r rVH n r< rVH n r rVH n r) rVH n ru rVH n r rVH n r rVH n r rVD@ l>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>,,,,,,,,, , , , , ,,,,,,,,,,,,,,,,,,,H n r rVH n r rVH n r rVH n r< rVH n r rVH n rT rVH n r rVH n r rVH n r rV H n r r V H n r r  V H n re r  V H n r r  V H n r r  VH n r r VH n r r VH n r rVH n r rVH n r r VH n rU r VH n r  r VH n re r VH n r# rVH n r rVH n r rVH n r rVH n r rVH n r rVH n rb rVH n r rVH n r r VH n r r VD@ l>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> ,!,",#,$,%,&,',(,),*,+,,,-,.,/,0,1,2,3,4,5 H n r r V!H !n !r !r!V"H "n "r  "r!"V#H #n #r" #r##V$H $n $r$ $r%$V%H %n %r& %r'%V&H &n( &r) &r*&V'H 'n( 'r+ 'r,'V(H (n( (r- (r.(V)H )n( )r/ )r0)V*H *n( *n1 *n2*V+H +n( +n3 +n4+V,H ,n( ,n5 ,n6,V-H -n( -n7 -n8-V.H .n( .n9 .n:.V/H /n( /n; /n</V0H 0n( 0m= 0n>0V1H 1n( 1n? 1n@1V2H 2n( 2nA 2nB2V3H 3n( 3nC 3nD3V4H 4n( 4nE 4nF4V 5H(5HHHH0>>>>>>>>>>>>>>>>>>>>>PH0(  >@U   Sheet3ggD ɀ H>#+4^=&FNW~`FirzT  dMbP?_*+%&ffffff?'ffffff?(?)?"333333?333333?&<3U} $C} mC} m.C} $ C,, , , , , ,,,,,,,,,,,,,,,,,,, A A D D D D D A    E F F( N N NN H rG rHHH rI rJH H rK rL H H rM rN H H rO rP H H rQ rR H H rS rT HH rU rVHH rW rXHH rY rZHH r[ r\HH r] r^HH r_ r`HH ra rbHH rc rdHH re rfHH rg rhHH ri rjHH rk rlHH rm rnHH ro rpHH rq rrHH rs rtHH ru rvHH rw rxHD,l84400000000000000000000000 ,!,",#,$,%,&,',(,),*,+,,,-,.,/,0,1,2,3,4,5,6,7,8,9,:,;,<,=,>,?, H ry rz H!H !r{ !r|!H"H "r} "r~"H#H #r #r#H$H $r $r$H%H %r %r%H&H &r &r&H'H 'r 'r'H(H (r (r(H)H )r )r)H*H *r *r*H+H +r +r +H,H ,r ,r,H-H -r -r-H.H .r .r.H/H /r /r/H0H 0r 0r0H1H 1r 1r1H2H 2r 2r2H3H 3r 3r3H4H 4r 4r4H5H 5r 5r5H6H 6r 6r6H7H 7r 7r7H8H 8r 8r 8H9H 9r 9r9H:H :r :r:H;H ;r ;r;H<H <r <r<H=H =r =r=H>H >r >r>H?H ?r ?r?HDl0000000000000000000000000000000@,A,B,C,D,E,F,G,H,I,J,K,L,M,N,O,P,Q,R,S,T,U,V,W,X,Y,Z,[,\,],^,_,@H @r @r@HAH Ar ArAHBH Br BrBHCH Cr CrCHDH Dr DrDHEH Er Er EHFH Fr Fr FHGH Gr GrGHHH Hr Hr HHIH Ir IrIHJH Jr JrJHKH Kr Kr KHLH Lr Lr LHMH Mr MrMHNH Nr NrNHOH Or OrOHPH Pr PrPHQH Qr QrQHRH Rr RrRHSH Sr SrSHTH Tr TrTHUH Ur UrUHVH Vr VrVHWH Wr WrWHXH Xr XrXHYH Yr YrYHZH Zr ZrZH[H [r [r[H\H \r \r\H]H ]r ]r]H^H ^r ^r^H_H _r _r_HDl0000000000000000000000000000000`,a,b,c,d,e,f,g,h,i,j,k,l,m,n,o,p,q,r,s,t,u,v,w,x,y,z,{,|,},~,,`H `r `r`HaH ar araHbH br brbHcH cr crcHdH dr drdHeH er er eHfH fr frfHgH gr grgHhH hr hrhHiH irV iriHjH jr jrjHkH kr krkHlH lr lrlHmH mr  mr mHnH nr  nr nHoH or  oroHpH pr prpHqH qr qr qHrH rr rrrHsH sr srsHtH tr trtHuH ur uruHvH vr vrvHwH wr wrwHxH xr xrxHyH yr yryHzH zr  zr zH{H {r! {r {H|H |r" |r |H}H }r# }r }H~H ~r$ ~r ~HH r% r HDl0000000000000000000000000000000,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,H r r&HH r' r(HH r) r*HH r+ r,HH r- r.HH r/ r0HH r1 r2HH r3 r4HH r5 r HH r6 r HH r7 r8HH r9 r:HH r; r<HH r= r>HH r? 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The application is responsible for updating this value after each revision. Oh+'0@H`p bca_minhlaingNipponMicrosoft Excel@RS@2՜.+,0 PXx  Singapore Government 4 ABBR - AGS CODE- AGS UNIT - AGS DICT- AGS PROJ-AGS BKFL- AGS BTVT - AGS CDIA- AGS CLSS- AGS CNMT - AGS CONG- AGS CONS- AGS CORE- AGS DETL- AGS DISC- AGS DREM- AGS FILE- AGS FLSH-AGS FRAC-AGS GEOL- AGS GMJT- AGS GRAD- AGS HDIA- AGS HDPH- AGS HOLE- AGS HORN- AGS IPRM- AGS IRES- AGS ISPT- AGS ISTR- AGS IVAN - AGS LEMC - AGS MONP - AGS MONR - AGS POBS - AGS PREF - AGS PRTD - AGS PRTG - AGS PRTL - AGS PTIM - AGS PTST - AGS PUMP - AGS ROCK - AGS SAMP - AGS SHBG - AGS SHBT - AGS STCN - AGS TREM- AGS TRIG - AGS TRIX - AGS WETH - AGS WSTK - AGS  Worksheets4 F&Microsoft Office Excel 2003 WorksheetBiff8Excel.Sheet.89q