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Master Instrument Id. No.

Type	Source Measure	Parameter	Direct shear test (UU) Accelerated Compressive strength -1 Accelerated Compressive strength -3 Aggregate Impact Value(AIV) Aggregate Impact Value(AIV),% At 250 C At 25deg celsius At 50deg celsius Avg.Thickness (mm)-1 Avg.Thickness (mm)-2 Avg.Thickness (mm)-3 Comperssive strength of paving block dry density Increased weight of filter paper after extraction gms Loss in weight Material Finer than 75 Micron Max Crushing load -1 Max Crushing load -2 Max Crushing load -3 Potassium Permanganate Solution removing aliquot(V2) Soft Aggregate Impact Value(AIV),% Standard cleaning agent solution Viscosity Ratio at 60°C Water absorption & Dry Density Weight of aggregate after extraction (W2) gms Weight of crucible + Residue Weight of residue after HF treatment, W2 (Wt.of Impurities ) % bulking % Chance of Corrosion activity Cu-Cu Sulphate Reference Electrode % Coarse graval(80mm-20mm) % Combined Silt or Clay(below 0.075mm) % Compaction % Compaction - Extra point % Deflection (mm) % Fines passing of the test material % Fines passing of the test material of 20 mm % Silt % Solubility % wt. of 200 pieces to the total weight of sample %Clay %Coarse Sand (4.75mm-2mm) %Fine graval (20mm-4.75mm) %Fine Sand content (0.425mm-0.075mm) %Medium sand (2mm-0.425mm) (DW^0.75)(D^0.5) (FOR LUMP ) DW^0.75 *Bearing Pressure Applied (T/sqm) *Corresponding Settlement observed for given bearing Pressure Applied (mm) .Cement-All Physical 0.02N H2SO4 required to netralize 100 ml of water 0.02N NaOH required to neutralize 100 ml of water 0.075 0.15 0.180 0.2% Proof Load (kN) 0.2% Proof Stress 0.2% Proof Stress Max 0.2% Proof Stress Min 0.212 0.3 0.425 0.5 0.6 0.850 1 1) Max. load in Kn…28 days 1) Max. load in Kn…3 days 1) Max. load in Kn…7 days 1.18 1.5 10 10 % Fine Value 10 mm 10 mm Agg. 10.5 10-6.3 10-6.3,mm 10mm Agg. 11 11.2 11.5 12 12.5 12.5-10 12.5-10,mm 125 13.2 150 16 16-12.5 16-12.5,mm 180 19 2 2) Max. load in Kn…28 days 2) Max. load in Kn…3 days 2) Max. load in Kn…7 days 2.36 2.5 2.8 20 20 mm 20 mm Agg. 20-16 20-16,mm 20mm Agg. 22.4 25 25-20 25-20,mm 26.5 28 Days comp. Strength 2P 3 3 days comp. Strength 3) Max. load in Kn…28days 3) Max. load in Kn…3 days 3) Max. load in Kn…7 days 3) Weight of crucible + sample 3.35 3.5 300 31.5 mm 31.5-25 31.5-25,mm 37.5 4 4.5 4.75 40 40-31.5 40-31.5,mm 40mm Agg 45 5 5) Weight of residue after HF treatment, W2 (Wt.of Impurities ) 5.5 5.6 50-40 50-40,mm 53 6 6.3 6.5 60 mm Agg. 600 63 63-50 63-50,mm 6mm Agg 6mm Agg. 7 7 Days comp. Strength 7.5 75 8 8.5 80 9 9.5 90 A-B in ml Abrasion Resistance Abrasion Value Absolute viscosity at 60°C(Poise) acc Accelerated Compressive strength (N/mm2)-1 Accelerated Compressive strength -2 Accelrated comp. Strength Acidity Acidity Resistance Test Acidity and Alkalinity Resistance Test Acids Actual Actual Pavement Deflection Actual wt with moisture while testing -1 Actual wt with moisture while testing -10 Actual wt with moisture while testing -11 Actual wt with moisture while testing -12 Actual wt with moisture while testing -13 Actual wt with moisture while testing -14 Actual wt with moisture while testing -15 Actual wt with moisture while testing -16 Actual wt with moisture while testing -17 Actual wt with moisture while testing -18 Actual wt with moisture while testing -19 Actual wt with moisture while testing -2 Actual wt with moisture while testing -20 Actual wt with moisture while testing -21 Actual wt with moisture while testing -22 Actual wt with moisture while testing -23 Actual wt with moisture while testing -24 Actual wt with moisture while testing -25 Actual wt with moisture while testing -26 Actual wt with moisture while testing -27 Actual wt with moisture while testing -28 Actual wt with moisture while testing -29 Actual wt with moisture while testing -3 Actual wt with moisture while testing -30 Actual wt with moisture while testing -31 Actual wt with moisture while testing -32 Actual wt with moisture while testing -33 Actual wt with moisture while testing -34 Actual wt with moisture while testing -35 Actual wt with moisture while testing -36 Actual wt with moisture while testing -4 Actual wt with moisture while testing -5 Actual wt with moisture while testing -6 Actual wt with moisture while testing -7 Actual wt with moisture while testing -8 Actual wt with moisture while testing -9 Adhesion of Piles Adhesion of Plies Adjusted Sp Gravity for mositure content-1 Adjusted Sp Gravity for mositure content-2 Adjusted Sp Gravity for mositure content-3 Adjusted Specific gravity Adjusted Specific Gravity for moisture content -1 Adjusted Specific Gravity for moisture content -2 Adjusted Specific Gravity for moisture content -3 Adjusted Specific Gravity for mositure content-1 Adjusted Specific Gravity for mositure content-2 Adjusted Specific Gravity for mositure content-3 Admixture Admixture % (by wt of total cementious) Age in day Age of concrete (days) Aggregate 10mm Aggregate -20 mm Aggregate -40 mm Aggregate 6 mm Aggregate Chemical - Petrography test Aggregate crushing value Aggregate grading & Proportioning of material Aggregate Impact value Aggregate ten percent fine value Aggregate-Petrography Analysis Al2O3/Fe2O3 Alkali Aggregate Reactivity Alkali Alkalinity Alkalinity Resistance Test All Chemical test All chemical tests All physical tests Alumin Alumina Alumininum thickness Aluminium Aluminium (Al ) Aluminium Oxide Al2O3 Aluminium Thickness Test Ammonical Nitrogen Ammonium Chloride Solution Anchorage bar embedded depth(mm) Angle of Inclination Angle of internal friction Apparatus Constant K Apparent Compressive Strength -1 Apparent Compressive Strength -2 Apparent Compressive Strength -3 Apparent Compressive Strength -4 Apparent Compressive Strength -5 Apparent Compressive Strength -6 Apparent Compressive Strength -7 Apparent Compressive Strength -8 Apparent Pavement Deflection Apparent Porosity Apparent specific gravity Appearance Applied Pressure(bar) Approximate Specified Compressive strength Area Area 1 Area 2 Area 3 Area 4 Area 5 Area of core Area of Plate(cm2) Area of the bearing face of the specimen1 Area of the bearing face of the specimen2 Area of the bearing face of the specimen3 Area of the bearing face of the specimen4 Area of the bearing face of the specimen5 Area of the bearing specimen Ash Content Ash Content % Avd, residue by evaporation Average Blank Burette Reading Average Bulk Density Average Bulk Specific gravity Average Burette Reading Average Corrected Marshall Stability ( rounded upto 50 N ) Average Diameter of surrounding wire (mm) Average Flow Average Hardness Number Average Length Average Marshall Stability Average Shrinkage Limit Average strength Average Thickness Average Time ( T ) Average Unconfined Comp. Strength Average Weight of oven dry specimen (Wd) Average Weight of saturated specimen (Ww) Average Width Avg Acceltd. Comp strength Avg Acceltd. Comp strength (N/mm2) Avg BR Y Avg Corrected Bulk Specific Gravity At 25degree C Avg Dia of Core (cm) Avg dia of surrounding wire Avg Length 1 Avg Length 2 Avg Length 3 Avg Length 4 Avg Length 5 Avg percent water absorption Avg Rebound No Avg settlement (mm)-First Loading-0 Avg settlement (mm)-First Loading-1 Avg settlement (mm)-First Loading-2 Avg settlement (mm)-First Loading-3 Avg settlement (mm)-First Loading-4 Avg settlement (mm)-First Loading-5 Avg settlement (mm)-First Loading-6 Avg settlement (mm)-First Loading-7 Avg settlement (mm)-Reloading Loading-11 Avg settlement (mm)-Reloading Loading-12 Avg settlement (mm)-Reloading Loading-13 Avg settlement (mm)-Reloading Loading-14 Avg settlement (mm)-Reloading Loading-15 Avg settlement (mm)-Reloading Loading-16 Avg settlement (mm)-Unloading Loading-10 Avg settlement (mm)-Unloading Loading-8 Avg settlement (mm)-Unloading Loading-9 Avg settlement for first unloading 1 Avg settlement for first unloading 2 Avg settlement for first unloading 3 Avg settlement for first unloading 4 Avg settlement for first unloading 5 Avg settlement for loading 1 Avg settlement for loading 2 Avg settlement for loading 3 Avg settlement for loading 4 Avg settlement for loading 5 Avg settlement for loading 6 Avg settlement for Reloading 1 Avg settlement for Reloading 2 Avg settlement for Reloading 3 Avg settlement for Reloading 4 Avg settlement for Reloading 5 Avg settlement for Reloading 6 Avg settlement for Second unloading 1 Avg settlement for Second unloading 2 Avg settlement for Second unloading 3 Avg settlement for Second unloading 4 Avg settlement for Second unloading 5 Avg settlement for unloading 1 Avg settlement for unloading 2 Avg settlement for unloading 3 Avg settlement for unloading 4 Avg settlement for unloading 5 Avg specific garvity Avg volume Avg Width1 Avg Width2 Avg Width3 Avg Width4 Avg Width5 Avg, residue by evaporation Avg,Width (mm)-1 Avg,Width (mm)-2 Avg,Width (mm)-3 Avg. Adjusted Sp Gravity Avg. Adjusted Specific Gravity -3 Avg. Center curvature Avg. Compressive strength Avg. Compressive strength of paving block Avg. Compressive strength-1 Avg. Compressive strength-10 Avg. Compressive strength-11 Avg. Compressive strength-12 Avg. Compressive strength-2 Avg. Compressive strength-3 Avg. Compressive strength-4 Avg. Compressive strength-5 Avg. Compressive strength-6 Avg. Compressive strength-7 Avg. Compressive strength-8 Avg. Compressive strength-9 Avg. Corrected comp. Strength Avg. dia of core Avg. Dry Density Avg. Edge curvature Avg. height Avg. height of core Avg. Length Avg. Length (mm)-1 Avg. Length (mm)-2 Avg. Length (mm)-3 Avg. Load Avg. Modulus of Rupture Avg. Moisture content Avg. Moisture content (%) Avg. Nail Withdrawal Resistance (KN) Avg. Porosity Avg. Thickness Avg. Thickness-1 Avg. Thickness-2 Avg. Thickness-3 Avg. Thickness-4 Avg. Thickness-5 Avg. Thickness-7 Avg. Water Absorption Avg. Width Avg.Deflection Avg.Density (g/cc) Avg.diameter of surrounding wire(mm) Avg.Dry weight Avg.Moisture content (%) Avg.screw Withdrawal Resistance (KN) Avg.volume Axial Strain B1 B2 B3 B4 Ball No 1 Ball No 2 Below 0.180 mm/Pan Bend Test Bend Test at 180 Benkelman beam Benkelman beam deflection BH No Binder content Binder content = (W4 / W1) X 100 Binding Wire-Ductility Biochemical Oxygen Demand at 27oC for 3 days Bitumen Bitumen Content Bituminous core cutting BJM-Physical Properties Blank Burette Reading Blank Reading NH4SCN X Block density of solid block BLOCK JOINTING MORTAR Bond Area Bonding Material Boran-B% Boreholes for Soil Investigation Brand name of admixture Brand name of the admixture Brand of cement Brand of Fly Ash Brand of Flyash Breaking load Breaking Strength(kN) Breaking Strength(N) Breath Brinell Hardness Test Bulk Density Bulk density of core Bulk density of soil Bulk Density of soil (g/cc) Bulk density of soil -1 Bulk density of soil -3 Bulk density of soil -4 Bulk density of soil -5 Bulk density of soil-2 Bulk Density(Rodded) Bulk Specific Gravity & Density of Bituminous core Bulk Specific Gravity of Bituminous core Bulk specific gravity of bituminous mix Bulk specific gravity -Sample 1 Bulk specific gravity -Sample 2 Bulk specific gravity -Sample 3 Bulk Volume of sample V = (Msat-Msub)/qw.m3 Bulking of sand Burette Reading Burette Reading 1 Burette Reading 2 Burette Reading 3 Burette Reading AgNo3 Used Burrete Reading of 0.1 N NH4SCN (ml) C/s Area of the cement cube C/s Area of core C/s Area of core 1 C/s Area of core 2 C/s Area of core 3 C/s Area of core 4 C/s Area of core 5 Calcium as Ca Calcium Carbonate(CaCO3) Calcium Oxide CaO Calcium Sulphate dihydrate (CaSO4.2H2O) Calibration constant of Viscometer -B-Bulb ( Poise/sec) Calibration constant of Viscometer -C-Bulb ( Poise/sec) Calibration constant of viscometer cSt Calibration constant of viscometer-B-Bulb(Poise/sec) Calibration constant of viscometer-C-Bulb(Poise/sec) Calibration factor of proving ring (kN) Calibration factor of proving ring(kN) California Bearing Ratio (CBR) Calyex Drilling 100/75mm (NX Size) bore holes above 10 meter in Rock Calyex Drilling 100/75mm (NX Size) bore holes above 10 meter in Soil Calyex Drilling 100/75mm (NX Size) bore holes in rock,respectively upto 5.0 meter depth Collection of rock & water including storing transporting samples to the laboratory Calyex Drilling 100/75mm (NX Size) bore holes in soil/rock,respectively upto 10 meter depth ,conducting SPT in soil as per specification.Collection of soil including storing transporting samples to the laboratory Calyex Drilling 100/75mm (NX Size) bore holes in soil/rock,respectively upto 10 meter in soil or 5 meter in rock depth ,conducting SPT in soil as per specification.Collection of soil,rock & water including storing transporting samples to the laboratory CaO % Carbon Carbon ( C ) Carbon Equivalent Carbonation Test Casting & Compressive strength of Ready Mix Mortor Casting date of concrete cube CA-WBM -Gradation CA-WBM -Gradation 4th Rev CBR (Soaked) CBR (Unsoaked) CBR at 98% dry density Cc Cement Cement Chemical test Cement Concrete Pavement (PQC)-Gradation Cement content Cement content required Center deflect 1 Center deflect 2 Ceramic / vitrified Tile CF Factor Chainage of test location Change in Settlement Change in Softening Points Change in stress ?s For loading Change in stress ?s For Reloading Characteristic Deflection Characterstic strength Chemical admixture type Chemical Composition Chemical Oxygen Demand Chemical Test Chemical Test ( Grade confirmation test ) AL Chemical Test ( Grade confirmation test ) SS Chemical Testing-Soil(PH,Chloride & Sulphate) Chemical Testing-Water (PH,Chloride & Sulphate) Chloride as Cl Chloride content-GGBS Chloride Ion Penetrability Chlorides Chlorides-Soil Chromium Citric acid solution Class of Soil Clay Clay Lumps Coarse aggregate Coarse Aggregate for concrete Coarse Aggregate for WBM Coating Thickness Co-efficient of Curvature Cc Co-efficient of Uniformity Cu Cohesion Cohesion Coliform Color Colour Combined Blend Passing Combined Blending of 20 mm & 10 mm Agg. Combined Blending of N Sand & C Sand Combined FI & EI Combined Grading of 20,10,6,C.Sand,Filler Combined Oxide (R2O3) Comp. Strength 1 Comp. Strength 2 Comp. Strength 3 Compaction ( %) Comperssive strength -1 Comperssive strength of CLC block Completion date of test Compression Index(Cc) Compression of sample at failure for below cell pressure Compression Ratio (CR) Compressive strenght - Concrete cylinder Compressive Strength Compressive strength - 1day Compressive strength (5 cube each) 1 & 7 days Compressive strength (N/mm2)-1 Compressive strength -2 Compressive strength -3 Compressive strength -4 Compressive strength -5 Compressive strength -6 Compressive strength -7 Compressive strength -8 Compressive strength at 7 days as percent of control sample Compressive Strength -Mortar Cube Compressive strength of Bricks Compressive strength of Bricks 1 Compressive strength of Bricks 2 Compressive strength of Bricks 3 Compressive strength of Bricks 4 Compressive strength of Bricks 5 Compressive strength of Concrete cube by Accelerated method Compressive strength of solid block Compressive Strength-2 Cubes Compressive strength-28 days Compressive Strength-3 Cubes Compressive strength-3 days Compressive Strength-3 No sample Compressive strength-7 days concrete core cutting Concrete Cube Cupon-99 cubes Concrete member Concrete mix Design Self Compacting Concrete mixed design Concrete mixed design - Accelrated method Concrete mixed design - Conventional method Concrete mixed design - Pump able with Accelrated Concrete mixed design - Pumpable Concrete mixed design - Self compacting Concrete mixed design Material testing Concrete Quality Grading Condition of test Surface(Soaked/Unsoaked) Conducting following test on soil and rock -Sieve Analysis,LL,PL,FSI & Water Absorption,Density UCS ,Point Load Test Consistancy Consistency by slump test Consolidation Test Constant Oven dry wt .(Wd) -1 Constant Oven dry wt .(Wd) -2 Constant Oven dry wt .(Wd) -3 Constant oven dry wt-1 Constant oven dry wt-2 Constant oven dry wt-3 Container No Container Number Container Number -1 Container Number -2 Container Number -3 Container Number -4 Container Number -5 Container+ wet Soil-1 Container+ wet Soil-2 Container+ wet Soil-3 Container+ wet Soil-4 Container+ wet Soil-5 Container+Dry Soil-1 Container+Dry Soil-2 Container+Dry Soil-3 Container+Dry Soil-4 Container+Dry Soil-5 Convetinal Concrete Mix Design (Based on Accelrated curing method) Copper (Cu ) Copper Sulphate Solution Core Boxes Charges for keeping Soil/Rock Samples Core No Corrected Area Corrected area for below normal stress Corrected CBR at 2.5 mm Corrected CBR at 5.0 mm Corrected comp. Strength 1 Corrected comp. Strength 2 Corrected comp. Strength 3 Corrected Compressive Strength Corrected compressive strength -1 Corrected compressive strength -2 Corrected compressive strength -3 Corrected compressive strength -4 Corrected compressive strength -5 Corrected compressive strength -6 Corrected compressive strength -7 Corrected compressive strength -8 Corrected F.I. Corrected Marshall stability -Sample 1 Corrected Marshall stability -Sample 2 Corrected Marshall stability -Sample 3 Corrected Modulus of subgrade reaction(K Value) Corrected Pressure (kg/cm2) for below penetration Corrected Pressure at 2.5mm Corrected Pressure at 2.5mm Corrected Pressure at 5.0 mm Corrected Pressure at 5.0mm Corrected Stress at failure for below cell pressure Corrected Ultrasonic Pulse Velocity(km/sec) Corrected unconfined comp strength -1 Corrected unconfined comp strength -2 Corrected unconfined comp strength -3 Corrected unconfined comp strength -4 Corrected unconfined comp strength -5 Corrected Unconfined Comp. strength -1 Corrected Unconfined Comp. strength -2 Correction Factor Correction factor 1 Correction factor 2 Correction factor 3 Correction factor 4 Correction factor 5 Correction factor 6 Correction factor 7 Correction factor 8 Correction Factor for plate Smaller than 75 cm Correction factor for rubber membrane Correction factor -Sample 1 Correction factor -Sample 2 Correction factor -Sample 3 Correction for Temperature Cover Block-Compressive Strength Crazing Resistance Cromium ( Cr ) Cross section area 1 Cross section area 10 Cross section area 11 Cross section area 12 Cross section area 13 Cross section area 14 Cross section area 15 Cross section area 16 Cross section area 17 Cross section area 18 Cross section area 19 Cross section area 2 Cross section area 20 Cross section area 21 Cross section area 22 Cross section area 23 Cross section area 24 Cross section area 25 Cross section area 26 Cross section area 27 Cross section area 28 Cross section area 29 Cross section area 3 Cross section area 30 Cross section area 31 Cross section area 32 Cross section area 33 Cross section area 34 Cross section area 35 Cross section area 36 Cross section area 4 Cross section area 5 Cross section area 6 Cross section area 7 Cross section area 8 Cross section area 9 Cross Sectional Area Crushed Gravel Crushed Sand Crushed Sand Crushing Load 1 Crushing load -1 Crushing Load 2 Crushing load -2 Crushing Load 3 Crushing load -3 Crushing load -4 Crushing load -5 Cu cube Cum. Percentage passing Cumulative Percentage Retained Cumulative Weight Retained D ^ 0.5 D*W D/H Ratio D^1.5 D50^0.5 Date of casting Date of Testing Deflection-1 Deflection-2 Deflection-3 Deflection-4 Degree of Supervision Deleterious Material Deletorious Material Density Density & Moisture content Density (g/cc) Density (g/cc)-1 Density (g/cc)-2 Density (g/cc)-3 Density -1 Density -2 Density -3 Density -4 Density -5 Density -6 Density -7 Density -8 Density -9 Density of AAC Block Density of Bituminous core Density of bituminous core /mix Density of concrete Density of concrete Density of core Density of Diesel Density of Diseal Density of fresh concrete,kg/m3 Density of GGBS Density Of Plywood Density Of Plywood Density of Standard Sand (g/cc) Density of wax Depth Depth of Carbonation (mm) Design Assumptions Design Considerations & Design Design Requirements Detailed GeotechnicaInvestigation Report Preparation by Geotechnical Consultant Detailed Geotechnical Investigation Report Preparation by Geotechnical Consultant Determination of Los abrasion value Determination of Modulus of rupture Deviation Dia of core Dia of core (cm) Dia of core 2 Dia of core 3 Dia. Of core 1 Diagonal 1 Diagonal 2 Diagonal Difference(mm) Dial Gauge 3 Reading for Loading 1 Dial Gauge 3 Reading for Loading 2 Dial Gauge 3 Reading for Loading 3 Dial Gauge 3 Reading for Loading 4 Dial Gauge 3 Reading for Loading 5 Dial Gauge 3 Reading for Loading 6 dial gauge reading after removal of load dial gauge reading after removal of load-1 Dial gauge reading after removal of load-2 Dial gauge reading after removal of load-3 Dial gauge reading after removal of load-4 Dial Guage 1 Reading for Loading 1 Dial Guage 1 Reading for Loading 2 Dial Guage 1 Reading for Loading 3 Dial Guage 1 Reading for Loading 4 Dial Guage 1 Reading for Loading 5 Dial Guage 1 Reading for Loading 6 Dial Guage 1 Reading for Reloading 1 Dial Guage 1 Reading for Reloading 2 Dial Guage 1 Reading for Reloading 3 Dial Guage 1 Reading for Reloading 4 Dial Guage 1 Reading for Reloading 5 Dial Guage 1 Reading for Reloading 6 Dial Guage 1 Reading for Unloading 1 Dial Guage 1 Reading for Unloading 2 Dial Guage 1 Reading for Unloading 3 Dial Guage 1 Reading for Unloading 4 Dial Guage 1 Reading for Unloading 5 Dial Guage 2 Reading for Loading 1 Dial Guage 2 Reading for Loading 2 Dial Guage 2 Reading for Loading 3 Dial Guage 2 Reading for Loading 4 Dial Guage 2 Reading for Loading 5 Dial Guage 2 Reading for Loading 6 Dial Guage 2 Reading for Reloading 1 Dial Guage 2 Reading for Reloading 2 Dial Guage 2 Reading for Unloading 1 Dial Guage 2 Reading for Unloading 2 Dial Guage 2 Reading for Unloading 3 Dial Guage 2 Reading for Unloading 4 Dial Guage 2 Reading for Unloading 5 Diamension Diameter Diameter of Anchor bar Diameter of splice bar(mm) Diameter of test plate used(cm) Diameter(mm) Dicalcium Silicate (C2S) Die Penetration test Difference Difference between Initial adn Final Dial Reading Difference between Initial and Final Dial Reading Difference between Initial and Intermediate Dial Reading Difference in Differential Reading Difference in Temperature Dilution 0.05 ML Dilution 0.5 ML Dilution 5 ML Dimension Dimension of the block -1 Dimension of the block -2 Dimension of the block -3 Dimension AAC block (mm)-1 Dimension AAC block -10 Dimension AAC block -11 Dimension AAC block -12 Dimension AAC block -2 Dimension AAC block -3 Dimension AAC block -4 Dimension AAC block -5 Dimension AAC block -6 Dimension AAC block -7 Dimension AAC block -8 Dimension AAC block -9 Dimension CLC block -seg-1 Dimension CLC block -seg-2 Dimensions warpage Dimention (beam)-1 Dimention (beam)-2 Dimention (beam)-3 Dimention (span) Direct shear test Direct shear test (UU) Direction of Impact Discription Displaced volume (cc) Dissolved Silica Dist. Bet. The line of fractured nearer support measure on the center line of tensile side of specimen -1 Dist. Bet. The line of fractured nearer support measure on the center line of tensile side of specimen -2 Dist. Bet. The line of fractured nearer support measure on the center line of tensile side of specimen -3 Distance (km) Distance (mm) Distance of Failure (mm) DLBD DLBD of 10 mm Agg. DLBD of 20 mm Agg. DLBD of Crushed Sand DLBD of Natural Sand DLBD-10 mm Agg DLBD-20 mm Agg DLBD-Crushed Sand DLBD-Natural Sand DLC-Aggregate gradation Dolly No 01 Plaster Adhesive on RCC Dolly No 02 Plaster Adhesive on RCC Dolly No 03 Plaster Adhesive on RCC Dolly No 04 Plaster Adhesive on RCC Dolly No 05 Plaster Adhesive on RCC Dolly No 06 Plaster Adhesive on RCC Dolly No 07 Plaster Adhesive on RCC Dolly No 08 Plaster Adhesive on RCC Dolly No 09 Plaster Adhesive on RCC Dolly No 10 Plaster Adhesive on RCC Drilling of Exploratory bore holes size upto 100 mm dia,conducting Field ,Laboratory tests & submission of report Dry bulk density(kg/m3) Dry Density (kg/lit) Dry Density (qd = Ms/v)g/cc Dry Density (qd = Ms/v)kg/m3 Dry Density -1 Dry Density -2 Dry Density -3 Dry density of soil Dry density of soil (g/cc) Dry density of soil -4 Dry density of soil -5 Dry density of soil-1 Dry density of soil-2 Dry density of soil-3 Dry Loose Bulk Density Dry mass (Grain weight)of the sample Ms(m5-m3),kg Dry Material Content Dry Material Content % Dry Sieving Dry weight 1 Dry weight 10 Dry weight 11 Dry weight 12 Dry weight 13 Dry weight 14 Dry weight 15 Dry weight 16 Dry weight 17 Dry weight 18 Dry weight 19 Dry weight 2 Dry weight 20 Dry weight 21 Dry weight 22 Dry weight 23 Dry weight 24 Dry weight 25 Dry weight 26 Dry weight 27 Dry weight 28 Dry weight 29 Dry weight 3 Dry weight 30 Dry weight 31 Dry weight 32 Dry weight 33 Dry weight 34 Dry weight 35 Dry weight 36 Dry weight 4 Dry weight 5 Dry weight 6 Dry weight 7 Dry weight 8 Dry weight 9 Drying Shrinkage Ductility Ductility at 25 °C (Cm) Duration(hr) DW^0.75 Dye- Penetration Easting E-Coli Edge curvature Edge Length -1 Edge Length -2 Efflorescence Observation Efflorescence test Elastic Recovery Elongation Elongation Index Elongation Index Elongation Index ,% Empty mass of container with lid &mass of dry soil (C) Empty mass of container with Lid and mass of Soil ( B ) Empty mass of container with lid(A) Empty mass of container with lid(A),gm Empty weight of container-1 Empty weight of container-2 Empty weight of container-3 Empty weight of container-4 Empty weight of container-5 Empty weight of cylinder Empty Weight of mould End Immersion Test Equivalent cube strength ERT Test Estimated Bearing Capacity(Given by Customer)If Settlement does not reach 25mm Estimated Comp. Strength (By Relationship Y=1.366X-12.12) Ev1 Ev2 Ev2/Ev1 Expansion (%) Exposure Condition for RCC Exposure condition of Concrete Extension Mmodulus of Rubber Membrane Extraction of bituminous mix Extraction of Bitumen from Bituminuos Paving Mixture Factor BY Chart Factor of safety for load Faecal Coliform Failure load (kg) Failure Load(kN) False Ceiling Material-Thickness Fb1 Fb2 FDT Test above 3 points FDT Test above 3 points per point charges FDT-By Sand Replacement (upto 3 Points) Ferric Oxide ( Fe2O3) Field CBR Field Density by Core Cutter method Field Density by Sand Replacement method Filler Filler -Cement Final Dial Gauge Reading Final dial gauge reading after 24 hours-1 Final dial gauge reading after 24 hours-2 Final dial gauge reading after 24 hours-3 Final dial gauge reading after 24 hours-4 Final Dial Guage Reading Final Diameter Final Gauge Length Final Gauge Length before failure (mm) Final reading 1 Final reading 2 Final reading in measuring cylinder Final reading in mm Final reading L2 Final setting time Final time Final w/c Ratio Final Weight of the sample (B) Fine Agg. - Crushed Sand Fine Agg. - Natural Sand Fine Aggergate-Sand Equivalent Value Fine aggregate Fineness by Blaines Air Permeability ( m2/kg ) Fineness by dry Sieving Fineness by Wet Sieving Fineness modulus Fineness Modulus(FM) Fineness OPC Fineness other cement Fines passing in 1.70mm IS seive (C) Fines passing in 1.70mm IS seive (C) First reading L1 Fixed Residue (Inorganic Residue) Flakiness and Elongation Flakiness Index,% Flash Point (Open Cup Method) Flash Point (°C) Flatness Flatness Surface of Ceramic Tiles Flextural Strength / Breaking load Flextural Strength of Paving Block Flextural strength test of concrete beam Flexural strength -1 Flexural strength-28 day(N/sqmm) Flow Resistance Flow Value Sample 1 Flow Value Sample 2 Flow Value Sample 3 Flow(cm) Fluoride as F Fly ash Fly ash brick mixed design Flyash Flyash % if required Flyash content Force force one Force123 Former Diameter Foundation Size Founding Level Fraction passing 75 micron sieve Fracture Free Flowing Properties Free Lime Free Residual Chlorine Free Swell Index Freelime Fresh Concrete-Density Fresh Concrete-L Box Test Gauge Length Gauge Length After Fracture Gauge No. Gauge Width Geo Soil Geo Water Geo: Per borehole upto 10 mtr drilling including field testing,lab testing & report writing Geotechnical Consultant Visit on Site Geotechnical Investigation-Report Preparation GGBS GI Pipe Chemical test Glass Bead Content Glue Adhesion Test GMM test Gradation for Bituminous Mixes Gradation for extracted mix Gradation for Glass Beads Gradation for Mastic Asphalt Gradation for Non-Bituminous Mixes Gradation of Coarse Aggregate Gradation of Fine Aggregate Grade Grade Of Cement Grade of concrete Grade of cover Grade of Mix Grade of Pipe Grading of aggregate Wet Mix Macadm(WMM) Grading of coarse aggregate for WBM Grading of Granular Sub Base Materials(GSB) Grading of screenings for WBM Grading of Coarse Agg. Grading of fine aggregate Grain seive analysis of soil Grain size analysis - Hydrometer method Grain size analysis-Wet Graph of combined blend Ground Level H/D Ratio H1 H1 (mm) H2 H2 (mm) H3 H4 Half-Cell Potential Test Hardness number of mastic asphalt Hardness number -Reading1 Hardness number -Reading2 Hardness number -Reading3 Hardness number -Reading4 Hardness number -Reading5 Hardness test HBW (3000kgs/10mm) Header Heat resistance Height Height 1 Height 2 Height 3 Height drop of concrete in horizontal section H2-1 (mm) Height drop of concrete in horizontal section H2-2 (mm) Height drop of concrete in horizontal section H2-3 (mm) Height of core Height of core (cm) Height of core 2 Height of core 3 Height of core 4 Height of core 5 Height of horizantal section of L box (mm) Height of specimen -Sample 1 Height of specimen -Sample 3 Height of specimen-Sample 2 Height of the clay suspension (clay + sand) layer (mm) Height of the sand layer (mm) Height of vertical section H1-1 (mm) Height of vertical section H1-2 (mm) Height of vertical section H1-3 (mm) Height of vertical section of L box (mm) HNO3 B.R ( Y ) HNO3 blank reading ml HNO3 sample burrete reading ml Household Chemicals Humidity Hydraulic Drilling 100/75mm (NX Size) bore holes above 10 meter in Rock Hydraulic Drilling 100/75mm (NX Size) bore holes above 10 meter in soil Hydraulic Drilling 100/75mm (NX Size) bore holes in rock,respectively upto 5.0 meter depth Collection of rock & water including storing transporting samples to the laboratory Hydraulic Drilling 100/75mm (NX Size) bore holes in soil above 10 meter in soil Hydraulic Drilling 100/75mm (NX Size) bore holes in soil upto 10 meter depth ,conducting SPT in soil as per specification.Collection of soil including storing transporting samples to the laboratory Hydraulic Drilling 100/75mm (NX Size) bore holes in soil/rock,respectively upto 10 meter in soil or 5 meter in rock depth ,conducting SPT in soil as per specification.Collection of soil,rock & water including storing transporting samples to the laboratory Hydrochloric acid Solution i) Total wt. of sample taken (W1) i)Empty weight of cylinder (A) ID mark Id. Mark ii) Wt. of sample retaining on 2.36 mm sieve ii)Weight of cylinder + sample (B) iii) Wt. of sample passing 2.36 mm sieve (W2) iii)Weight of sample (C) Imposed Load (kN) Increased weight of filter paper after extraction gms Indenter Individual F.I. (x) Initial area of specimen Initial Area of specimen -1 Initial Area of specimen -2 Initial Area of specimen -3 Initial Area of specimen -4 Initial Dial Gauge Reading Initial Dial Gauge Reading 3 Initial Dial Guage Reading Initial Diameter of specimen Initial Diameter of specimen -2 Initial Diameter of specimen -3 Initial Diameter of specimen -4 Initial Diameter of specimen,cm-1 Initial length of specimen Initial length of specimen -3 Initial length of specimen -4 Initial length of specimen-1 Initial length of specimen-2 Initial mass of test portion (W1) Initial reading 1 Initial reading 2 Initial reading in measuring cylinder Initial reading in mm Initial setting time Initial time Initial water content -1 Initial water content -2 Initial water content -3 Initial weight (gm) 1 Initial weight (gm) 2 Initial weight (gm) 3 Initial Weight (gm)-1 Initial Weight (gm)-2 Initial Weight (gm)-3 Initial weight 1 Initial weight 2 Initial weight 3 Initial wt. of filter paper gms Initial wt.of dry sand W1 Initial wt.of sand W1 Inner Dia of pipe Inner Diameter (mm) Inorganic Impurity Inorganic Solids Inside Diameter at any Point Inside Diamter(mm) Insitu Bulk Density Insoluble residue Insoluble Residue ( IR ) Insoluble residue-GGBS Intermediate Dial Guage Reading Intial dial gauge reading 1 Intial dial gauge reading 2 Intial dial gauge reading 3 Intial dial gauge reading 4 IR % Iron ( Fe ) Iron as Fe Iron Oxide Fe2O3 IS Requirements for Design IS sieves iv) Impact value iv)Weight of sample passing 2.36 mm sieve (D) JMF-BC JMF-BM JMF-Capet (closed graded) JMF-Capet (open graded) JMF-DBM JMF-Filter media JMF-LBM JMF-Mixed Seal Surfacing JMF-MSS JMF-SDBC JMF-Seal coat Job Mix for Bituminous Mix Job Mix for GSB Job Mix for Result Job Mix for WMM Job Mix Formula -Closed Graded Premix Surfacing Job Mix Formula -Mastic Asphalt Job Mix Formula -Open Graded Premix Surfacing Job Mix Formula -Seal Coat Job Mix Results K K Value Kinematic Viscosity Kinematic viscosity at 135°C Knife Test L.C of Pressure Gauge L1 L2 L3 L4 Laboratory Testing & Report Writing for SBC Lay Length (mm) Layer Lead (Pb) Length Length 1 Length 1 (mm)-2 Length 1 (mm)-3 Length 1(mm)-1 Length 1-1 Length 1-2 Length 2 Length 2 (mm)-1 Length 2 (mm)-2 Length 2 (mm)-3 Length 2-1 Length 2-2 Length 3 Length 3-1 Length 3-2 Length 4 Length 5 Length 6 Length 7 Length 8 Length of Coupler(mm) Length of Mechanical Splice(mm) Length of span Length of Specimen Length of Specimen (cm)-1 Length of Specimen (cm)-2 Length of Specimen (cm)-3 Length of Specimen-1 Length of Specimen-2 Length of Specimen-3 Length X D Length2 Light Weight Particles Lime Lime reactivity Lime Reactivity- Fly Ash Lime Saturation Factor Lime(CaO) Liquid Limit Liquid Limit,% Load 1 Load 2 Load 3 Load 4 Load 5 Load at failure Load at Failure-1 Load at Failure-2 Load at Failure-3 Load at Failure-4 Load at Failure-5 Load at Failure-6 Load at Failure-7 Load Bearing Capacity Load Dial reading for below dial gauge reading Load for Withdrawal Nail (KN)-1 Load for Withdrawal Nail (KN)-2 Load for Withdrawal Nail (KN)-3 Load for Withdrawal scerw (KN)-1 Load for Withdrawal scerw (KN)-2 Load for Withdrawal screw (KN)-1 Load for Withdrawal screw (KN)-2 Load for Withdrawal screw (KN)-3 Load taken for 10 % Fines,for the penetration of 20 mm Load test- Manhole cover Load test on Chember/ Manhole cover Load Test on Concrete Pipe Load test on Hume Pipe Loading Increment 1 Loading Increment 2 Loading Increment 3 Loading Increment 4 Loading Increment 5 Loading Increment 6 Loading Pressure for loading & Reloading 2 Loading Pressure for loading & Reloading 3 Loading Pressure for loading & Reloading 4 Loading Pressure for loading & Reloading 5 Loading Pressure for loading & Reloading 6 Loading Pressure for loading & Reloading 1 Loading Pressure for loading 1 Loading Pressure for loading 2 Loading Pressure for loading 3 Loading Pressure for loading 4 Loading Pressure for loading 5 Loading Pressure for loading 6 Location Location ID LOI % Loose bulk density Los Angles Abrasion Value Loss in Mass (gm) Loss in Volume after 16 cycles (cu mm) Loss on heating ( %) Loss On Ignition Loss on ignition-GGBS Loss on Ingnition Luminance factor Day Light Machining charges Machining Charges per test Maen Deflection Magnesia (MgO) Magnesium ( Mg ) Magnesium as Mg Magnesium Oxide MgO Make of Rebound Hammer Manganese ( Mn ) Manganese oxide(MnO)-GGBS Manganese(%) Mangnesium oxide(MgO)-GGBS Marsh Cone test Marshall Quotient Marshall stability with preparation of mould Marshall stabitlity & flow value of bituminous mix Marshall stabitlity (Div)-Sample 1 Marshall stabitlity (Div)-Sample 2 Marshall stabitlity (Div)-Sample 3 Marshall stabitlity -Sample 1 Mass in gm of oven dried specimen(M2) Mass in gm of Saturated specimen(M1) mass in gm of suspended tile impregnated Mass of Basket submerged in the immersion bath(m1),kg Mass of Beaker ,Rod &Emulsion (B),-1 Mass of Beaker ,Rod &Emulsion (B)-2 Mass of Beaker ,Rod &Emulsion (B)-3 Mass of Beaker,Rod & residue ( C ),-1 Mass of Beaker,Rod & residue ( C )-2 Mass of Beaker,Rod & residue ( C )-3 Mass of block -1 Mass of block -2 Mass of block -3 Mass of Block in kg Mass of Cement (g) Mass of coarse aggregate Mass of coarse particals Mass of conatiner and sample with its lid Mass of container & emulsion (W2) Mass of container (W4) Mass of container and sample with its lid Mass of container and sample with its lid after oven dring Mass of container including the concrete in the container-m2,kg Mass of container with its lid (m3),kg Mass of container-m1,kg Mass of dish + dry soil pat -1 Mass of dish + dry soil pat -2 Mass of dish + dry soil pat -3 Mass of dish + evaporating dish+Mercury -1 Mass of dish + evaporating dish+Mercury -2 Mass of dish + evaporating dish+Mercury -3 Mass of dish +wet soil pat Mass of dish +wet soil pat -2 Mass of dish +wet soil pat -3 Mass of dry mix (gm) Mass of dry specimen in air(A)-Sample 1 Mass of dry specimen in air(A)-Sample 2 Mass of dry specimen in air(A)-Sample 3 Mass of empty Beaker & rod (A),-1 Mass of empty Beaker &rod (A),-2 Mass of empty Beaker &rod (A)-3 Mass of empty shrinkage dish -1 Mass of empty shrinkage dish -2 Mass of empty shrinkage dish -3 Mass of empty specific gravity bottle Mass of empty specific gravity bottle + half filled with bitumen Mass of empty specific gravity bottle + half filled with bitumen+water Mass of empty specific gravity bottle + water Mass of evaporating dish -1 Mass of evaporating dish -2 Mass of evaporating dish -3 Mass of extracted mineral aggregate Mass of fine aggregate Mass of Flask + Water (gm) Mass of Flask + Water +Sample (gm) Mass of Iginition dish Mass of iginition dish+residue Mass of Mercury -1 Mass of Mercury -2 Mass of Mercury -3 Mass of mercury displaced -1 Mass of mercury displaced -2 Mass of mercury displaced -3 Mass of mineral matter in total volume of extract Mass of oven deied specimen Mass of oven deied specimen(M1) Mass of oven dried specimen(M1) Mass of oven dry sample + Container with lid (m5),kg Mass of paver shape cardboard(gm) Mass of paver shaped card bord Mass of Paver shaped cardbord Mass of pychnometer & dry soil (B) Mass of pychnometer & water (D) Mass of pychnometer , dry soil & water(C ) Mass of pychnometer bottle(A) Mass of reactangle measuring 200*100mm (gm) Mass of rectangle measuring (200 mm*100 mm) Mass of Rectangular shaped cardbord (200*100 mm Mass of residue Mass of saturated specimen(M2) Mass of saturated submerged sample in water and basket (m2),kg Mass of saturated surface dry sample + Container with lid (m4),kg Mass of sieve & small dish(W1) Mass of sieve ,small dish & residue (W3) Mass of the saturated surface -dry specimen in air (B)-2 Mass of the saturated surface -dry specimen in air (B)-Sample 1 Mass of the saturated surface -dry specimen in air (B)-Sample 3 Mass of the specimen in water( C) -Sample 1 Mass of the specimen in water( C) -Sample 2 Mass of the specimen in water( C) -Sample 2Mass of the saturated surface -dry specimen in air (B)-Sample 2 Mass of the specimen in water( C) -Sample 3 Mass of water -1 Mass of water -2 Mass of water -3 Mass of Zinc Coating ( g / m 2 ) Material Testing Material testing - GSB Material testing - WBM Material testing - WMM Material testing for bituminous job mix Material testing for non bituminous work Material testing for non bituminous work- GSB Material testing for non bituminous work- WMM Max Compressive Strength at failure (Kg/sqcm) Max Crushing load (kN)-1 Max Load Max load 1 Max load 2 Max load 3 Max load 4 Max load 5 Max load 6 Max load 7 Max load 8 Max load at failure Max pressure at 1.25mm Settlement(From Graph) Max Rb No Max Settlement at max pressure Max Stress Max Water Penetration Depth(mm) Max. Loading Pressure Max. size of Agg. Max. w/c Ratio Max. Water content Maximum displacement at failure Maximum Dry Density (MDD ) Maximum dry density of soil (g/cc) Maximum load dial reading Maximum Nominal size of aggregate MSA (mm) Maximum nominal size of aggregate,MSA(mm) MDD MDD & OMC (Standard) MDD/OMC MDD/OMC (Modified method) Mean H1 (mm) Mean H2 (mm) Measure depth of specimen at failure Measure width Method by Probe direction Method of concrete placing Method of Placing Methylene Blue Solution MgO % Min Rb No Miscibility with water Mix Calculations Mix Gradation Mix proportions as per Design mix ML of Samlpe Taken ml of 0.1 N AgNo3 Added Mobilisation and demobilization of drilling equipment, accessories-Calyex Machine Mobilisation and demobilization of drilling equipment, accessories-Calyex Machine Outside PMC/PCMC Mobilisation and demobilization of drilling equipment, accessories-Calyex Machine within PMC/PCMC Mobilisation and demobilization of drilling equipment, accessories-Hydraulic Machine Mobilisation and demobilization of drilling equipment, accessories-Hydraulic Machine outside PMC/PCMC Mobilisation and demobilization of drilling equipment, accessories-Hydraulic Machine within PMC/PCMC Mobilization 0 to 60 km Mobilization 150 to 250 km Mobilization 60 to 150 km Mobilization of drilling equipments, accessories,personnel etc to site and demobilization of the same after completion of the work Mode of Failure Modified proctor Modulus of Rupture -1 Modulus of Rupture -2 Modulus of Rupture -3 Modulus of Rupture -4 Modulus of Rupture -5 Modulus of Rupture -6 Modulus of Rupture -7 Modulus of sub grade reaction k Modulus of subgrade reaction(K Value) Moisture Content Moisture Content (%) Moisture content (%)-1 Moisture content (%)-2 Moisture content (%)-3 Moisture content 1 Moisture content 2 Moisture content 3 Moisture content of Plywood Moisture content of Timber Moisture content Plywood Moisture content Timber Moisture content Timber/ Wood Molybdenum Molybdenum ( Mo ) Mortor Mix Design for plaster and brickwork Mould + Sample Mould + Sample -1 Mould + Sample -2 Mould + Sample -3 Mould + Sample -4 Mould + Sample -5 Mould + Sample,-1 Mould 1 Mould 2 Mould 3 Mudulus of rupture Multimeter Reading (mV) Murum Nail holding Power Nail Withdrawal Resistance Test Nail & Screw Holding Power Name of Road Name of the propeties of mix NaOH B.R (X) Natural Moisture Content Natural Sand NDT by Rebound Hammer Method NDT by Rebound Ultrasinoc pulse velocity Method NDT by UPV & Rebound Hammer Method NDT by UPV & Rebound Hammer test(Charge) Above10 Points NDT by UPV & Rebound Hammer test(Min Charge) upto 10 Points NDT Test By UPV (Charge) Above 10 Points NDT Test By UPV (Min Charge) Upto 10 Points Net volume of core Nickel ( Ni ) Nitrate as NO2 Nitrate as NO3 Nitrogen Nitrogen Content No of Plies Nominal Area of strand (mm2) Nominal Area of strand wire(mm2) Nominal Dia Nominal mass per length(kg/km) Nominal Mass per length,(g/m) Normal Consistency Normal Stress(kN/sqm) Normal Stress(N/sqmm) Normality Factor Normality Of AgNO3 Normality Of EDTA Normality of 0.025n Ammonium thiocynate Normality of H2SO4 Normality Of NaOH Normality of Potassium Iodate Northing Number of blows -1 Number of blows -2 Number of blows -3 Number of blows -4 Observation Observed Value Obsrevations of Trial Mix Odour OMC One bag of cement Open Time Test (hr) Open Time Test (Min) Optimum Moisture content Optimum moisture content (%) Organic Impurities Organic Impurity Organic Matter Organic Solids Original Weight of sample (A Original Weight of sample (A) Original Weight of sample (A) Other Composition (%) Other(Including Carbon) Outer Dia of pipe Outer Diameter (mm) OUTLIERS REQUIREMENTS Outside Diameter at any Point Outside Diamter(mm) Oven dry weight Oven dry weight 1-1 Oven dry weight 1-2 Oven dry weight 1-3 Oven dry weight 1-4 Oven dry weight 2-1 Oven dry weight 2-2 Oven dry weight 2-3 Oven dry weight 2-4 Oven dry weight 3-1 Oven dry weight 3-2 Oven dry weight 3-3 Oven dry weight 3-4 Oven dry weight (gm) 1-1 Oven dry weight (gm) 1-2 Oven dry weight (gm) 1-3 Oven dry weight (gm) 1-4 Oven dry weight (gm) 1-5 Oven dry weight (gm) 2-1 Oven dry weight (gm) 2-2 Oven dry weight (gm) 2-3 Oven dry weight (gm) 2-4 Oven dry weight (gm) 2-5 Oven dry weight (gm) 3-1 Oven dry weight (gm) 3-2 Oven dry weight (gm) 3-3 Oven dry weight (gm) 3-4 Oven dry weight (gm) 3-5 Oven dry weight (gm)-1 Oven dry weight (gm)-1-1 Oven dry weight (gm)-1-2 Oven dry weight (gm)-1-3 Oven dry weight (gm)-1-4 Oven dry weight (gm)-2 Oven dry weight (gm)-2-1 Oven dry weight (gm)-2-2 Oven dry weight (gm)-2-3 Oven dry weight (gm)-2-4 Oven dry weight (gm)-3 Oven dry weight (gm)-3-1 Oven dry weight (gm)-3-2 Oven dry weight (gm)-3-3 Oven dry weight (gm)-3-4 Oven Dry Weight (M1) 1 Oven Dry Weight (M1) 2 Oven Dry Weight (M1) 3 Oven Dry Weight (M1) 4 Oven Dry Weight (M1) 5 Oven dry weight -1 Oven dry weight -2 Oven dry weight -3 Oven dry weight 4-1 Oven dry weight 4-2 Oven dry weight 4-3 Oven dry weight 5-1 Oven dry weight 5-2 Oven dry weight 5-3 Oven dry weight of specimen (gm)-1 Oven dry weight of specimen (gm)-2 Oven dry weight of specimen (gm)-3 Oven dry weigth of specimen (gm)-1 Oven dry Wt of Tile -1 Oven dry Wt of Tile -2 Oven dry Wt of Tile -3 Oven dry Wt of Tile -4 Oven dry Wt of Tile -5 Oven dry wt. of Specimen -1 Oven dry wt. of Specimen -2 Oven dry wt. of Specimen -3 Oven dry wt.W4 Ovendry wt of specimen (gm)-1 Ovendry wt of specimen (gm)-2 Ovendry wt of specimen (gm)-3 Overlay design Oversized % Retained on 45 micron IS seive pan Panel Length(mm) Panel Weight(kg/sqm) Panel Width(mm) Passing Ability Ratio Measured by L Box Passing wt. Pavement block mixed design Paving Block-Dimension Analysis Paving Block-Visual Inspection Penetration at 25 °C ( 1/10 th of mm ) PER BATCH OF 50 KG PER CUM IN KG Percent Difference in diameters of center wire and surrounding wires (%)ng wire (mm) Percent Passing,% Percent Retained Percentage Percentage difference in diameters of surrounding wire(%) Percentage Elongation (%) Percentage Passing ,Seive 0.075mm Percentage Passing ,Seive 0.425mm Percentage Passing ,Seive 100mm Percentage Passing ,Seive 2.00mm Percentage Passing ,Seive 2.36mm Percentage Passing ,Seive 20mm Percentage Passing ,Seive 26.5mm Percentage Passing ,Seive 4.75mm Percentage Passing ,Seive 50mm Percentage Passing ,Seive 53mm Percentage Passing ,Seive 75mm Percentage Passing ,Seive 9.5mm Percentage passing as IS 383 Percentage passing as per IS - 383 Percentage Passing, Seive 0.150 mm Percentage Passing, Seive 0.300 mm Percentage Passing, Seive 0.600 mm Percentage Passing, Seive 1.18 mm Percentage Passing, Seive 10 mm Percentage Passing, Seive 12.5 mm Percentage Passing, Seive 16 mm Percentage Passing, Seive 25 mm Percentage Passing, Seive 40 mm Percentage Voids Percolation Test Permeablity Test Perpendicularity pH Phosphorus Phosphorus % Phosphorus ( P ) pH-plywood Phsyical properties of samples Physical properties GSB Mix Physical properties of coarse aggregate for WBM Physical properties of GSB mix Physical Properties of Masonary Mortar Physical properties of samples Physical properties of screenings for WBM Physical Properties of soil Physical test of door shutter Piece No Pile Integrity Inclusing Surface preparation Pile Integrity test Plan area of paving block Plaster Adhesive-Pull out test Plastic Limit Plastic Limit,% Plasticity index Plate Load Test (DIN method) Plate Load Test (IS method) Plate Load test-1888 New (SBC Known) Plate Load test-1888 New (SBC Not Known) Plate Load test-DIN 18134 (5 cycle) Plate Load test-DIN 18134 (6 cycle) Plate Load test-DIN 18134 (-7 cycle) Plate size Plate Thickness Plate Thickness(mm) Pliability Point Load Lump Strength Index Test Point load strength index Polished Stone Value (PSV) Polishing : Polished Stone Value Polyethelene Thickness Pore Volume of sample Vv = (Msat-Ms)/qw,m3 Porosity 1 Porosity 2 Porosity 3 Porosity of Rock Sample n = Vv/V*100,% Pot Life Pot Life(Workable Life) Minutes Potassium hydroxide solution Pressure mm Hg Pressure 0.70 kg sq.cm Pressure for first unloading 1 Pressure for first unloading 2 Pressure for first unloading 3 Pressure for first unloading 4 Pressure for first unloading 5 Pressure for Second unloading 1 Pressure for Second unloading 2 Pressure for Second unloading 3 Pressure for Second unloading 4 Pressure for Second unloading 5 Pressure for unloading 1 Pressure for unloading 2 Pressure for unloading 3 Pressure for unloading 4 Pressure for unloading 5 Pressure mili bar Proof load Test Proof Stress Properties of bitumen Emulsion for Roads (Cationic Type) Properties of materials used in the proportioning Proposed foundation settlement at Max loading pressure Proving Ring (Div) below penetration Proving Ring (Div) for below Normal Cell pressure Proving Ring (Div) for below Normal stress Pull Out Test Pullout Testing Pullout Testing(Plaster/Tile Adhesive/Gypsum/Paint) Pumpable Concrete Mix Design (Based on Accelrated curing method) Qty of cement taken in gms Quality of Concrete Quantity of Water Added Quantity of water require in gm/ml R / S. As per IS 8900:1978 table 4. for 5% significance level R/S R2O3 % Radiography Test Range Rapid Chloride Permeability Test (RCPT) Re Compression Index (Cr) Re Compression Ratio (RR) Reading-1 Reading-2 Reading-3 ReBend Test at 135/157.5 Rebound Deflection Rebound Hammer Test Rebound Hammer test (Charge) Above 10 Points Rebound Hammer test (Min Charge) Upto 10 Points Rebound no 1 Rebound no 2 Rebound no 3 Rebound no 4 Rebound no 5 Rebound no 6 Recommended proportion for bituminous mix corresponding to dry aggregate Recommended proportion for Granular Sub Base materialsw.r.t to dry aggregate Recovery of Deflection (%) Reduced Level Reduction in Alkalinity Reduction in Area Reduction in Penetration Reduction of water for admixture Reference density given Reference No Reffilling -Core Refractive Index Relative Density Reloading Increment 1 Reloading Increment 2 Reloading Increment 3 Reloading Increment 4 Reloading Increment 5 Reloading Increment 6 Remark for failur type Remark for failure type Remark of Failure Required slump Required Standard Strength(N/sqmm) Residual Diflection( mm) 1 Residual Diflection( mm) 2 Residual Diflection( mm) 3 Residual Diflection( mm) 4 Residue by evaporation Residue by evaporation Residue on 45 micron IS sieve (gm) Residue on 600 micron IS Sieve Residue on 600 micron IS Sieve,by mass Residue on 75 micron IS sieve Residue on 90 micron Resistance to dry heat Resistance to dry heat Resistance to wear Resistivity Test Result Result (% chance of corrosion activity Cu-Cu Sulplate Ref. electrode.) Retaintion period if Required River Sand Rivision of MORTH Rockwell Hardness Room Temperature (deg C) Roundness Safe Baring Capacity with respect to max. loading applied Salt Spray Test (per hrs) Sample Code No. Sample Description Sample No Sample praparation charges of mechanical properties Sample preparation Sample Preparation charges- AAC Block Sample Size (cm)-1 Sample Size (cm)-2 Sample Size (cm)-3 Sample size 1 Sample size 2 Sample size 3 Sample size( cm) 1 Sample size( cm) 2 Sample size( cm) 3 Sample Taken ( gm ) Sample1 Sample2 Sample3 Sample4 Sample5 Sand Confirming to Zone Sand for plaster-gradation Sand Equivalent (SE) Saturated submerged mass of sample Msub (m2-m1),kg Saturated surface dry mass of sample Msub (m4-m3),kg Saturated Surface Dry Weight (M2) 1 Saturated Surface Dry Weight (M2) 2 Saturated Surface Dry Weight (M2) 3 Saturated Surface Dry Weight (M2) 4 Saturated Surface Dry Weight (M2) 5 Saturated surface dry wt (Ww) Saturated surface dry wt (Ww)-1 Saturated surface dry wt (Ww)-2 Saturated surface dry wt (Ww)-3 Saturated surface dry wt -1 Saturated surface dry wt -2 Saturated surface dry wt -3 Saturated surface dry wt.of aggregate W1 SBC by C & fi value Scratch Hardness on Mohs Scale Screenings for Water bound macadam sub-base/base(WBM ) Screening-WBM -Gradation 4th Rev Screening-WBM -Gradation 5th Rev Screw holding Power Screw Withdrawal Resistance Test Seive analysis Separation Difference Setting time test Setting time (Min) Settlement Settlement (d ),cm Settlement Increment ?S for loading Settlement Increment ?S for Reloading Settlement of plate at max loading pressure Settlement(0.30max stress) Settlement(0.70max stress) Shear displacement at failure for below normal stress Shear stress for below normal stress Shrinkage Dish No-1 Shrinkage Dish No-2 Shrinkage Dish No-3 Shrinkage Limit Shrinkage Limit -1 Shrinkage Limit -2 Shrinkage Limit -3 Sieve analysis Sieve analysis of Coarse aggregate Sieve analysis of Fine aggregate Sieve size Sieve Size (mm) Silica Silica + Alumina+Ferric Oxide(SiO2+Al2O3+Fe2O3) Silicon ( Si ) Silicon Dioxide ( SiO2) Silicon(%) Silt Silt Content Silt Content by wet sieving method Silver Nitrate consumed by chloride,Z,ml Site visit Site visit (Geotechnical) Site/Surface Prepration Size of Aggregate Size of Beam Size of cover Size of cube (mm)-1 Size of cube 1 Size of cube -1 Size of cube 2 Size of cube -2 Size of cube 3 Size of cube -3 Size of specimen B Size of specimen B-1 Size of specimen B-2 Size of specimen B-3 Size of specimen B-4 Size of specimen B-5 Size of specimen H Size of specimen L Size of specimen L-1 Size of specimen L-2 Size of specimen L-3 Size of specimen L-4 Size of specimen L-5 Size of UPVC Pipe Slab load test Slag Activity Index- Compressive Strength Slump Slump in mm So3 % Soaked Sodium hypochlorite solution Sodium Oxide (Na2O) Softening point ( R&B)°C Soil Classification Soil Permiability Test Soil Resistivity test Solid Content Solubility in Trichloroethylene Sondness By MgSO4 ( 5 Cycle ) Soundness - One cycle Soundness By Autoclave Method Soundness by Le-chateliers Apparatus Soundness By NaSO4 ( 5 Cycle ) Soundness By NaSO4 ( 3 Cycle ) Source of Aggregate Span Span between support Span for ( 150 X 150 ) beam L- 60 Specific gravity Specific Gravity -1 Specific Gravity -2 Specific Gravity -3 Specific gravity and Water absorption Specific Gravity at 25°C Specific Gravity of 10 mm Agg. Specific Gravity of 20 mm Agg. Specific gravity of admixture Specific Gravity of Cement Specific Gravity of Crushed Sand Specific Gravity of Fly Ash Specific Gravity of Flyash Specific Gravity of Natural Sand Specific Gravity of Timber Specific Gravity of Timber/wood Specific gravity(For fine Grained soil) Specific Gravity-10 mm Agg Specific Gravity-20 mm Agg Specific Gravity-Crushed Sand Specific Gravity-Natural Sand Specified Limit Specified limit for foundation settlement Specimen Shape Splitting Tensile Strength Concrete SQRT(D50) SSD wt.of aggregate SSD wt.of sample 1 SSD wt.of sample 2 SSD wt.of sample 3 Stainless Steel Stainless Steel - Grade Confirmation Stains Standard consistancy Standard Consistancy (p) Standard Deviation Standard Dia Standard Pavement Temperature Standard proctor Standard Size of Lump Start time Starting date of test Std deviation (S) Stone Dust Storage Stability Straightness Strain at failure for below cell pressure Strata Verification Stress 1(0.30) Stress 1(0.70) Stress 2(0.30) Stress 2(0.70) Stress at failure for below cell pressure Stripping Value (Coating & stripping) Structural Steel Structure Substrate Material Sulphate As SO3 Sulphate as SO4 Sulphate(as SO3)-GGBS Sulphates-Soil Sulphide sulphur(S)-GGBS Sulphur ( S ) Sulphur Trioxide ( So3) Sulphure Sulphure % Sulphure & Phosphorus Suspended immersed weight -1 Suspended immersed weight -2 Suspended immersed weight -3 Swelling Pressure Swimming Pool Salts Target Blending Target Mean Strength Taste Temp Correction factor (From Table 1) Temp.°C Temperature C Temperature of curing water Temperature of Pavement Tensile Spittting Strength Tensile Splitting strength Tensile Strength(N/sqmm) Tensile Test Tensile Test Specimen Terms and Conditions Test Location Test Number TEST ON RESIDUE: Test Request No Testing on Undistrubed sample-Bulk Density,Shear parameter by Direct Shear test,GSA,With Soil Classification,Shrinkage Limit & Consolidation(Incase of Cohesive soil), Tetracalcium Aluminoferrite (C4AF) Theoretical Diagonal Theoretical Edge length Theoretical length Thickness Thickness 1(mm)-1 Thickness 1(mm)-2 Thickness 1(mm)-3 Thickness 1-1 Thickness 1-2 Thickness 2(mm)-1 Thickness 2(mm)-2 Thickness 2(mm)-3 Thickness 2-1 Thickness 2-2 Thickness at failure 1-1 Thickness at failure 1-2 Thickness at failure 1-3 Thickness at failure 1-4 Thickness at failure 1-5 Thickness at failure 1-6 Thickness at failure 1-7 Thickness at failure 2-1 Thickness at failure 2-2 Thickness at failure 2-3 Thickness at failure 2-4 Thickness at failure 2-5 Thickness at failure 2-6 Thickness at failure 2-7 Thickness of Layer Thickness of Specimen (cm)-1 Thickness of Specimen (cm)-2 Thickness of Specimen (cm)-3 Thickness of Specimen -1 Thickness of Specimen -2 Thickness of Specimen -3 Thickness-1 Thickness-2 Thickness-3 Thickness-4 Thickness-5 Thickness-6 Thickness-7 Thickness-8 Tile Adhesive-Pull out test Time ( micro seconds) Time (1) in sec Time (2 ) in sec Time (seconds) Time for Hard Dry Time in sec Time in sec for sample passing F to G mark mark ( B Bulb) Time in sec for sample passing G to H mark C Bulb) Tin (Sn) Titanium (Ti) Titanium Dioxide+ Inert Filler Total Total Alkali Total Ammonia NH4 Total Bacerial Count Total cement as per selected w/c ratio Total Charge Passed (Coulombs) Total Coliform Bacteria Total Dissolved Solid Total Elongation Total Hardness as CaCO3 Total Nitrogen as N Total Oil & Grease Total Solid Content Total soluble solids Total Soluble Sulphate as So4 Total Suspended Solids Total Viable Count Total volume of extract (V1) Total Weight Total weight of non flaky material,gm Total Weight of sample Total weight of sample passing 0.075mm,gm Total wt of fraction Total wt. of sample passing through thickness gauge taken,gm Total Wt. of sample retained on length gauge Total wt. of sample taken (W1) Total wt. of sample taken (W1) Transportation Transportation to Chakan Transportation to Outside Maharashtra per km Transportation to Patan Transportation to Satara Transportation to Shirwal Transportation within PMC/PCMC Transverse Test (Flexural test) Trial mix observations Trial Pit and sample collection of Sub-base for moisture content Trial Pit and sample collection of Sub-base for moisture contente Trial Pit Excavation (up to 3m depth),including collection of undistrubed soil sample. Triaxial Shear test(UU) Tricalcium Aluminate (C3A) Tricalcium Silicate (C3S) True Pavement Deflection True Slump True Specific Gravity TS/YS Ratio Turbidity Type & brand of cement Type and Brand of Cement Type of Aggregate Type of CBR (Soaked/ Unsoaked) Type of cement Type of Concrete Type of Core Type of Emulsion Type of Flyash Type of Mix Type of pipe Type of Road U.T.L. U.T.S. Ultimate Load (kN) Ultimate Tensile Strength Ultrasonic pulse velocity ( UPV ) Unconfined Comp. Strength Unconfined Comp. Strength - Core Unconfined Comp. strength -1 Unconfined Comp. strength -2 Unconfined Comp. strength -3 Unconfined Comp. strength -4 Unconfined Comp. strength -5 Unconfined Comp. strength of rock Unconfined Compression Strength(UCS) Uncorrected marshall stability-Sample 1 Uncorrected marshall stability-Sample 2 Uncorrected marshall stability-Sample 3 Uncorrected Modulus of subgrade reaction(K Value) Uncorrected Ultrasonic Pulse Velocity(km/sec) Uniaxial Compressive Strength Unloading Reading -1 Unloading Reading -2 Unloading Reading -3 Unloading Reading -4 Unloading Reading -5 Unsoaked V Solid V Total V Voids v) % Fines passing of the test material (Y) v) Crushing Value Vanadium Velocity (km/sec) Verification of design-Workability with strength for 7 & 28 days(3 cube each) Vertical movement of the front legs Vertical Stress VFB VG30 vi) Load taken for 10 % Fines,for the penetration of 20 mm (x) vii) 10 % Fine Value VIM Viscosity at 150 degree C Viscosity by saybolt furol viscometer Viscosity of Bulb-B Viscosity of Bulb-C Viscosity Ratio at 60 degree C Visual result observation Visually Inspected Result-1 Visually Inspected Result-2 Visually Inspected Result-3 Visually Inspected Result-4 Visually Inspected Result-5 VMA void Void Content Void Content (VFB) Void Content (VMA) voids content Volatile Residue (Organic Residue) Volume Volume (cc)-1 Volume (cc)-2 Volume (cc)-3 Volume (B-C) -Sample 2 Volume (B-C) -Sample 3 Volume after removing aliquot(V2) Volume in lit Volume of all in aggregate Volume of Block Volume of block -1 Volume of block -2 Volume of block -3 Volume of cement Volume of chemical Admixture Volume of concrete Volume of core (cc) Volume of core coated with wax Volume of dry soil pat -1 Volume of dry soil pat -2 Volume of dry soil pat -3 Volume of fly ash Volume of mould Volume of NaOH Added in ml(A) Volume of soil in kerosene Volume of soil in water Volume of solution (ml) Volume of Specimen (cc)-1 Volume of Specimen (cc)-2 Volume of Specimen (cc)-3 Volume of Specimen -1 Volume of Specimen -2 Volume of Specimen -3 Volume of water Volume of wax Volume of wet soil pat -2 Volume of wet soil pat -3 Volume of wet soil pat,cc-1(Density of Hg-13.56) Volume-1 Volume-2 Volume-3 Volume-4 Volume-5 Volume-6 Volume-7 Volume-8 Volume-9 Volumne of container,in m3 W/C Ratio W/C Ratio Selected w1,SSD w1,Wt of basket + sample in water ,A1 W2 w2, wt. of sample + sand + bottle w2,wt of basket in water ,A2 W2-W1 W3 w3, water + bottle w3,SSD wt of aggregate in air,B W3-W2 W4 w4, Oven Dry w4,wt of oven dried aggregate in air ,C W4-W1 W5 Wall Thickness at any point Water Water Absorption Water Absorption 1 Water Absorption 2 Water Absorption 3 Water Absorption 4 Water Absorption 5 Water absorption (%) Water absorption and specific gravity Water absorption of 10 mm Agg. (%) Water absorption of 20 mm Agg. (%) Water absorption of Crushed Sand (%) Water absorption of Natural Sand (%) Water Absorption-10 mm Agg Water Absorption-20 mm Agg Water added to fill 1000 ml with sample 1 Water added to fill 1000 ml with sample 2 Water added to fill 1000 ml with sample 3 Water content Water content -2 Water content -3 Water content -4 Water content -5 Water Content,% Water content-1 Water Demand(%) Water Drinking Purpose-11 P-V Water Drinking Purpose-18 P-V Water Permeability Test (WPT) Water resistance test Water resistance test (BWP Grade) Water resistance test (BWR Grade) Water retentively % Water soluble Chlorides ( Cl- ) Water test- Construction purpose Water test- Drinking purpose Water-cement ratio Water-Drinking Purpose S Water-STP Weight weight in g of the bottle with stopper and powder weight in g of the bottle with stopper filled with distilled water at room temperature weight in g of the bottle with stopper, powder and distilled water to fill rest of the bottle at room temperature weight in g of the empty specific gravity bottle with stopper weight of container + Bitumen Weight of container + Bitumen after 5hr heating Weight of oven dry specimen (Wd) Weight of oven dry specimen (Wd) (Seg-1) Weight of oven dry specimen (Wd) (Seg-2) Weight of saturated specimen (Ww) Weight of saturated specimen (Ww) (Seg-1) Weight of saturated specimen (Ww) (Seg-2) Weight of (aggregate Increased weight of filter paper) gms(W3) Weight of 200 pieces Retained on sieve Weight of aggregate after extraction (W2) gms Weight of Ash ( W3-W1) Weight of beaker + residue (A) Weight of beaker + residue (A) Weight of Binder W4 =( W1 - W3) gms. Weight of core in air Weight of core in air coated with wax Weight of core in water coated with wax Weight of Crucible + Residue Weight of crucible + sample weight of crucible and lid = W1 weight of crucible,lid & ash =W3 weight of crucible,lid & sample =W2 Weight of cube 1 Weight of cube 2 Weight of cube 3 Weight of cube 1 Weight of cube 2 Weight of cube 3 Weight of cylinder + sample Weight of dried residue= Weight of empty beaker (C) Weight of empty beaker C weight of empty container Weight of empty crucible Weight of empty crucible Weight of Empty Tray (gm) Weight of filter paper Weight of filter paper after extraction gms Weight of filter paper after filtration with sample,(C) Weight of filter paper after washing with D.W., (B) Weight of fraction passing through thickness gauge Weight of fraction retained on length gauge,gm Weight of Material + Wt of Tray (gm) Weight of mix (W1) gms Weight of porcelein dish + sand +sample = W2 Weight of porcelein dish + sand = W1 Weight of porcelein dish = A Weight of porcelein dish, sand &dried residue=W3 Weight of porcelein Sand = B weight of residue Weight of residue (A- C) Weight of residue after ignition (B) Weight of sample Weight of sample passing 2.36 mm sieve Weight of sample = W2-W1 Weight of sample -1 Weight of sample -4 Weight of sample -5 Weight Of Sample A Weight of sample-1 Weight of sample-2 Weight of sample-3 Weight of Sand B Weight of Sand in Cone (gm) Weight of specimen Weight of Specimen after Abrasion (16 Cycles) Weight of suspended solids (C-B) Weight of wax Weight Per Meter Weight Per Meter-SS Weight Retained Weight Retained,Sieve 0.075mm Weight Retained,Sieve 0.180mm Weight Retained,Sieve 0.425mm Weight Retained,Sieve 0.600mm Weight Retained,Sieve 100mm Weight Retained,Sieve 11.2mm Weight Retained,Sieve 125mm Weight Retained,Sieve 13.2mm Weight Retained,Sieve 2.00mm Weight Retained,Sieve 2.36mm Weight Retained,Sieve 20mm Weight Retained,Sieve 22.4mm Weight Retained,Sieve 26.5mm Weight Retained,Sieve 4.75mm Weight Retained,Sieve 45mm Weight Retained,Sieve 5.6mm Weight Retained,Sieve 50mm Weight Retained,Sieve 53mm Weight Retained,Sieve 63mm Weight Retained,Sieve 75mm Weight Retained,Sieve 9.5mm Weight Retained,Sieve 90mm Weight Retained,Sieve Pan Weight with water weight wt.of sample weight wt.of sample-1 weight wt.of sample-2 weight wt.of sample-3 weight wt.of sample-4 Weight/Meter weigth of ovan dry specimen weigth of ovan dry specimen-1 weigth of ovan dry specimen-2 Welder Qualification- Structural steel Wet Compressive strength Wet Density (kg/lit) Wet Transverse test Wet Weight of sample Width Width 1 Width 1(mm)-1 Width 1(mm)-2 Width 1(mm)-3 Width 1-1 Width 1-2 Width 2 Width 2(mm)-1 Width 2(mm)-2 Width 2(mm)-3 Width 2-1 Width 2-2 Width 3 Width 3-1 Width 3-2 Width 4 Width 5 Width 6 Width 7 Width 8 Width of Specimen (cm)-1 Width of Specimen (cm)-2 Width of Specimen (cm)-3 Width of Specimen-1 Width of Specimen-2 Width of Specimen-3 Width of the foundation (m) Width of Tile Width ofSpecimen (cm)-2 Width ofSpecimen (cm)-3 Wight retained With preparation of marshall mould Without preparation of marshall mould Workability with strength for 7,28 days Wt .of sodium oxalate Wt .of sodium oxalate taken for dilution wt of core + sample (gm) Wt of core 1 Wt of core 2 Wt of core 4 Wt of core 5 Wt of cube - 2 Wt of cube - 3 Wt of cube (kg) 1 Wt of cube 1 Wt of empty core Wt of Insoluble Matter wt of pipetted Bottom sample after 3hr heating[1] wt of pipetted Bottom sample after 3hr heating[2] wt of pipetted top sample after 3hr heating[1] wt of pipetted top sample after 3hr heating[2] Wt of sample (gm) Wt of Sand + Cylinder after pouring (gm) Wt of Sand + Cylinder before pouring (gm) Wt of soil material from hole (gm) Wt. after boiling-1 Wt. after boiling-2 Wt. after boiling-3 Wt. after boiling-4 Wt. after boiling-5 Wt. of 200 pieces Wt. of bottle/wire basket + water + sample W2 Wt. of core -1 Wt. of sample passing 2.36 mm sieve (W2) Wt. of sample retaining on 2.36 mm sieve Wt. of sample retaining on 2.36 mm sieve Wt. of wire basket in water + sample W2 Wt. retained Wt.of 200 piececs Wt.of bottle +water+Sample,gm Wt.of bottle/wire basket+ water W3 Wt.of bottle+water Wt.of residue obtain Wt.of sand after dried W2 Wt.of sand after washed and dried W2 Wt.of water in ml / gm Wt.of wire basket in water W3 Yellowness Index Yield ( Plastic Density) of concrete in kg/cum Yield Load Yield Strength Yield Strength(N/Sqmm) Yield(Plastic densuty) of Concrete in kg/cum Zinc (Zn) Zinc Coating Zinc Coating of barbed wire Zinc Coating of Fencing wire Zinc Coating of galvanized sheet Zone of fine Agg.	Range	() " (Degree Sec) % (Percent) % FSD (PercentFS) % Rdg (PercentRdg) % RH (Humidity) °C (DegreeCentigrade) °F (Degreefahrenheit) µA (Micro Ampere) µF (microfarads) µg (MicroGram) µH (Microhenries) µL (Micro Leter) µm (Micro Meter) µm/min (Micrometer Per Minute) µs (Micro Second) µS/cm (micro-Siemens per centimeter) µV (MicroVolt) µW (Micro Watt) µΩ (MicroOhm) A (Ampere) arc of sec (Arc of Sec) bar (Bar) Be (Be) cm (Centemeter) cm² (Square centemeter) cm³/h (cubic centimeters per hour) cm³/s (Cubic Centemeter Per Second) count (Count) dB (Decibel) F (Farad) foot (Feet) g (Gram) g/mL (Gram Per Milli Letter) GA (Giga Ampere) gal(UK) (UK Gallons) gal(US) (US Gallons) gf (Gram Forcce) GHz (Giga Hertz) GV (Giga Volt) GW (Giga Watt) GΩ (GigaOhm) h (Hour) H (Henries) HBW 10/3000 (HBW 10/3000) HBW 2.5/187.5 (HBW 2.5/187.5) HBW 5.0/750 (HBW 5.0/750) HR15N (HR15N) HR15T (HR15T) HR30N (HR30N) HR30T (HR30T) HR45N (HR45N) HR45T (HR45T) HRA (HRA) HRB (HRB) HRC (HRC) HRD (HRD) HRE (HRE) HRF (HRF) HRG (HRG) HRH (HRH) HRK (HRK) HRN (HRN) HRT (HRT) HV1 (HV1) HV10 (HV10) HV20 (HV20) HV30 (HV30) HV5 (HV5) Hz (Hertz) Inch (Inch) Inch H2O (Inch water) Inch Hg (Inches of mercury) J (joule) kA (KiloAmpere) kg (Kilo Gram) kg/cm² (kilogram per square centimetre) kg/m³ (Kilogram per cubic metre) kgf (Kilo Gram Force) kgf-cm (kilogram-force centemeter) kgf-m (kilogram-force meter) kg-fmm (kilogram-force mili meter) kgm (Kilo Gram) kH (KiloHenries) kHz (kilohertz) kL (Kilo Leter) km/h (Kilometer per Hour) km/min (Kilometer per Minute) km/s (Kilometer per Second) kN (Kilo Newton) kNM (Kilo Newton Meter) kPa (kilopascal) kt (knot) kV (KiloVolt) kVA (Kilo Voltage Ampere) kW (Kilo Watt) kWh (KWh) kΩ (KiloOhm) L (Liter) L/h (Liters per hour) L/min (Liter Per Minute) L/s (Liter Per Second) lb-ft (Foot Pound) LPM (Liter Per Minute) Lux (LUX) m/h (Meter Per Hour) m/min (Meter Per Minute) m/s (Meter Per Second) m² (Square Meter) m³ (cubic millimeter) m³/h (cubic meter per hour) m³/min (cubic meter per minute) m³/s (cubic meter per second) mA (MiliAmplere) MA (Mega Ampere) mbar (Millibar) mF (millifarad) mg (Mili Gram) mH (Milihenries) MHz (Magahertz) min (Minute) min of arc (Minute of arc) mL (Mili Leter) mm (Mili Meter) mm H2O (millimeter of water) mm/min (Millimeter Per Minute) mm² (square millimeter) mmHg (millimeter of mercury) mmWc (millimeters per water column) MPa (megapascal) mpm (meter per minute) ms (Mili Second) mtr (Meter) mV (MiliVolt) MV (Mega Volt) MW (Mega Watt) mW (Mili Watt) MΩ (MagaOhm) mΩ (MiliOhm) N (Newton) N/mm² (Newton Per Square Mili Meter) nA (NanoAmpere) Ncm (Newton Centemeter) nF (nanofarads) Nm (Newton Meter) ns (Nano Second) nV (NanoVolt) nW (Nano Watt) º (Degree) pA (PicoAmpere) Pa (pascal) pF (picofarads) PH (PH Meter) PPM (Parts Per Milion) PSI (Pounds per square inch) pV (PicoVolt) rad (Radian) RPM (Revolutions per minute) s (Second) Shore A (Shore A) Shore D (Shore D) THz (Terahertz) ton (Ton) TΩ (TeraOhm) V (Volt) VA (Voltage Ampere) W (Watt) wt/m (Weight Per Meter) X (X) ϕ (Power Factor) Ω (Ohm)	Resolution (Least Count)	() " (Degree Sec) % (Percent) % FSD (PercentFS) % Rdg (PercentRdg) % RH (Humidity) °C (DegreeCentigrade) °F (Degreefahrenheit) µA (Micro Ampere) µF (microfarads) µg (MicroGram) µH (Microhenries) µL (Micro Leter) µm (Micro Meter) µm/min (Micrometer Per Minute) µs (Micro Second) µS/cm (micro-Siemens per centimeter) µV (MicroVolt) µW (Micro Watt) µΩ (MicroOhm) A (Ampere) arc of sec (Arc of Sec) bar (Bar) Be (Be) cm (Centemeter) cm² (Square centemeter) cm³/h (cubic centimeters per hour) cm³/s (Cubic Centemeter Per Second) count (Count) dB (Decibel) F (Farad) foot (Feet) g (Gram) g/mL (Gram Per Milli Letter) GA (Giga Ampere) gal(UK) (UK Gallons) gal(US) (US Gallons) gf (Gram Forcce) GHz (Giga Hertz) GV (Giga Volt) GW (Giga Watt) GΩ (GigaOhm) h (Hour) H (Henries) HBW 10/3000 (HBW 10/3000) HBW 2.5/187.5 (HBW 2.5/187.5) HBW 5.0/750 (HBW 5.0/750) HR15N (HR15N) HR15T (HR15T) HR30N (HR30N) HR30T (HR30T) HR45N (HR45N) HR45T (HR45T) HRA (HRA) HRB (HRB) HRC (HRC) HRD (HRD) HRE (HRE) HRF (HRF) HRG (HRG) HRH (HRH) HRK (HRK) HRN (HRN) HRT (HRT) HV1 (HV1) HV10 (HV10) HV20 (HV20) HV30 (HV30) HV5 (HV5) Hz (Hertz) Inch (Inch) Inch H2O (Inch water) Inch Hg (Inches of mercury) J (joule) kA (KiloAmpere) kg (Kilo Gram) kg/cm² (kilogram per square centimetre) kg/m³ (Kilogram per cubic metre) kgf (Kilo Gram Force) kgf-cm (kilogram-force centemeter) kgf-m (kilogram-force meter) kg-fmm (kilogram-force mili meter) kgm (Kilo Gram) kH (KiloHenries) kHz (kilohertz) kL (Kilo Leter) km/h (Kilometer per Hour) km/min (Kilometer per Minute) km/s (Kilometer per Second) kN (Kilo Newton) kNM (Kilo Newton Meter) kPa (kilopascal) kt (knot) kV (KiloVolt) kVA (Kilo Voltage Ampere) kW (Kilo Watt) kWh (KWh) kΩ (KiloOhm) L (Liter) L/h (Liters per hour) L/min (Liter Per Minute) L/s (Liter Per Second) lb-ft (Foot Pound) LPM (Liter Per Minute) Lux (LUX) m/h (Meter Per Hour) m/min (Meter Per Minute) m/s (Meter Per Second) m² (Square Meter) m³ (cubic millimeter) m³/h (cubic meter per hour) m³/min (cubic meter per minute) m³/s (cubic meter per second) mA (MiliAmplere) MA (Mega Ampere) mbar (Millibar) mF (millifarad) mg (Mili Gram) mH (Milihenries) MHz (Magahertz) min (Minute) min of arc (Minute of arc) mL (Mili Leter) mm (Mili Meter) mm H2O (millimeter of water) mm/min (Millimeter Per Minute) mm² (square millimeter) mmHg (millimeter of mercury) mmWc (millimeters per water column) MPa (megapascal) mpm (meter per minute) ms (Mili Second) mtr (Meter) mV (MiliVolt) MV (Mega Volt) MW (Mega Watt) mW (Mili Watt) MΩ (MagaOhm) mΩ (MiliOhm) N (Newton) N/mm² (Newton Per Square Mili Meter) nA (NanoAmpere) Ncm (Newton Centemeter) nF (nanofarads) Nm (Newton Meter) ns (Nano Second) nV (NanoVolt) nW (Nano Watt) º (Degree) pA (PicoAmpere) Pa (pascal) pF (picofarads) PH (PH Meter) PPM (Parts Per Milion) PSI (Pounds per square inch) pV (PicoVolt) rad (Radian) RPM (Revolutions per minute) s (Second) Shore A (Shore A) Shore D (Shore D) THz (Terahertz) ton (Ton) TΩ (TeraOhm) V (Volt) VA (Voltage Ampere) W (Watt) wt/m (Weight Per Meter) X (X) ϕ (Power Factor) Ω (Ohm)
Accuracy	() " (Degree Sec) % (Percent) % FSD (PercentFS) % Rdg (PercentRdg) % RH (Humidity) °C (DegreeCentigrade) °F (Degreefahrenheit) µA (Micro Ampere) µF (microfarads) µg (MicroGram) µH (Microhenries) µL (Micro Leter) µm (Micro Meter) µm/min (Micrometer Per Minute) µs (Micro Second) µS/cm (micro-Siemens per centimeter) µV (MicroVolt) µW (Micro Watt) µΩ (MicroOhm) A (Ampere) arc of sec (Arc of Sec) bar (Bar) Be (Be) cm (Centemeter) cm² (Square centemeter) cm³/h (cubic centimeters per hour) cm³/s (Cubic Centemeter Per Second) count (Count) dB (Decibel) F (Farad) foot (Feet) g (Gram) g/mL (Gram Per Milli Letter) GA (Giga Ampere) gal(UK) (UK Gallons) gal(US) (US Gallons) gf (Gram Forcce) GHz (Giga Hertz) GV (Giga Volt) GW (Giga Watt) GΩ (GigaOhm) h (Hour) H (Henries) HBW 10/3000 (HBW 10/3000) HBW 2.5/187.5 (HBW 2.5/187.5) HBW 5.0/750 (HBW 5.0/750) HR15N (HR15N) HR15T (HR15T) HR30N (HR30N) HR30T (HR30T) HR45N (HR45N) HR45T (HR45T) HRA (HRA) HRB (HRB) HRC (HRC) HRD (HRD) HRE (HRE) HRF (HRF) HRG (HRG) HRH (HRH) HRK (HRK) HRN (HRN) HRT (HRT) HV1 (HV1) HV10 (HV10) HV20 (HV20) HV30 (HV30) HV5 (HV5) Hz (Hertz) Inch (Inch) Inch H2O (Inch water) Inch Hg (Inches of mercury) J (joule) kA (KiloAmpere) kg (Kilo Gram) kg/cm² (kilogram per square centimetre) kg/m³ (Kilogram per cubic metre) kgf (Kilo Gram Force) kgf-cm (kilogram-force centemeter) kgf-m (kilogram-force meter) kg-fmm (kilogram-force mili meter) kgm (Kilo Gram) kH (KiloHenries) kHz (kilohertz) kL (Kilo Leter) km/h (Kilometer per Hour) km/min (Kilometer per Minute) km/s (Kilometer per Second) kN (Kilo Newton) kNM (Kilo Newton Meter) kPa (kilopascal) kt (knot) kV (KiloVolt) kVA (Kilo Voltage Ampere) kW (Kilo Watt) kWh (KWh) kΩ (KiloOhm) L (Liter) L/h (Liters per hour) L/min (Liter Per Minute) L/s (Liter Per Second) lb-ft (Foot Pound) LPM (Liter Per Minute) Lux (LUX) m/h (Meter Per Hour) m/min (Meter Per Minute) m/s (Meter Per Second) m² (Square Meter) m³ (cubic millimeter) m³/h (cubic meter per hour) m³/min (cubic meter per minute) m³/s (cubic meter per second) mA (MiliAmplere) MA (Mega Ampere) mbar (Millibar) mF (millifarad) mg (Mili Gram) mH (Milihenries) MHz (Magahertz) min (Minute) min of arc (Minute of arc) mL (Mili Leter) mm (Mili Meter) mm H2O (millimeter of water) mm/min (Millimeter Per Minute) mm² (square millimeter) mmHg (millimeter of mercury) mmWc (millimeters per water column) MPa (megapascal) mpm (meter per minute) ms (Mili Second) mtr (Meter) mV (MiliVolt) MV (Mega Volt) MW (Mega Watt) mW (Mili Watt) MΩ (MagaOhm) mΩ (MiliOhm) N (Newton) N/mm² (Newton Per Square Mili Meter) nA (NanoAmpere) Ncm (Newton Centemeter) nF (nanofarads) Nm (Newton Meter) ns (Nano Second) nV (NanoVolt) nW (Nano Watt) º (Degree) pA (PicoAmpere) Pa (pascal) pF (picofarads) PH (PH Meter) PPM (Parts Per Milion) PSI (Pounds per square inch) pV (PicoVolt) rad (Radian) RPM (Revolutions per minute) s (Second) Shore A (Shore A) Shore D (Shore D) THz (Terahertz) ton (Ton) TΩ (TeraOhm) V (Volt) VA (Voltage Ampere) W (Watt) wt/m (Weight Per Meter) X (X) ϕ (Power Factor) Ω (Ohm)	Floor	() " (Degree Sec) % (Percent) % FSD (PercentFS) % Rdg (PercentRdg) % RH (Humidity) °C (DegreeCentigrade) °F (Degreefahrenheit) µA (Micro Ampere) µF (microfarads) µg (MicroGram) µH (Microhenries) µL (Micro Leter) µm (Micro Meter) µm/min (Micrometer Per Minute) µs (Micro Second) µS/cm (micro-Siemens per centimeter) µV (MicroVolt) µW (Micro Watt) µΩ (MicroOhm) A (Ampere) arc of sec (Arc of Sec) bar (Bar) Be (Be) cm (Centemeter) cm² (Square centemeter) cm³/h (cubic centimeters per hour) cm³/s (Cubic Centemeter Per Second) count (Count) dB (Decibel) F (Farad) foot (Feet) g (Gram) g/mL (Gram Per Milli Letter) GA (Giga Ampere) gal(UK) (UK Gallons) gal(US) (US Gallons) gf (Gram Forcce) GHz (Giga Hertz) GV (Giga Volt) GW (Giga Watt) GΩ (GigaOhm) h (Hour) H (Henries) HBW 10/3000 (HBW 10/3000) HBW 2.5/187.5 (HBW 2.5/187.5) HBW 5.0/750 (HBW 5.0/750) HR15N (HR15N) HR15T (HR15T) HR30N (HR30N) HR30T (HR30T) HR45N (HR45N) HR45T (HR45T) HRA (HRA) HRB (HRB) HRC (HRC) HRD (HRD) HRE (HRE) HRF (HRF) HRG (HRG) HRH (HRH) HRK (HRK) HRN (HRN) HRT (HRT) HV1 (HV1) HV10 (HV10) HV20 (HV20) HV30 (HV30) HV5 (HV5) Hz (Hertz) Inch (Inch) Inch H2O (Inch water) Inch Hg (Inches of mercury) J (joule) kA (KiloAmpere) kg (Kilo Gram) kg/cm² (kilogram per square centimetre) kg/m³ (Kilogram per cubic metre) kgf (Kilo Gram Force) kgf-cm (kilogram-force centemeter) kgf-m (kilogram-force meter) kg-fmm (kilogram-force mili meter) kgm (Kilo Gram) kH (KiloHenries) kHz (kilohertz) kL (Kilo Leter) km/h (Kilometer per Hour) km/min (Kilometer per Minute) km/s (Kilometer per Second) kN (Kilo Newton) kNM (Kilo Newton Meter) kPa (kilopascal) kt (knot) kV (KiloVolt) kVA (Kilo Voltage Ampere) kW (Kilo Watt) kWh (KWh) kΩ (KiloOhm) L (Liter) L/h (Liters per hour) L/min (Liter Per Minute) L/s (Liter Per Second) lb-ft (Foot Pound) LPM (Liter Per Minute) Lux (LUX) m/h (Meter Per Hour) m/min (Meter Per Minute) m/s (Meter Per Second) m² (Square Meter) m³ (cubic millimeter) m³/h (cubic meter per hour) m³/min (cubic meter per minute) m³/s (cubic meter per second) mA (MiliAmplere) MA (Mega Ampere) mbar (Millibar) mF (millifarad) mg (Mili Gram) mH (Milihenries) MHz (Magahertz) min (Minute) min of arc (Minute of arc) mL (Mili Leter) mm (Mili Meter) mm H2O (millimeter of water) mm/min (Millimeter Per Minute) mm² (square millimeter) mmHg (millimeter of mercury) mmWc (millimeters per water column) MPa (megapascal) mpm (meter per minute) ms (Mili Second) mtr (Meter) mV (MiliVolt) MV (Mega Volt) MW (Mega Watt) mW (Mili Watt) MΩ (MagaOhm) mΩ (MiliOhm) N (Newton) N/mm² (Newton Per Square Mili Meter) nA (NanoAmpere) Ncm (Newton Centemeter) nF (nanofarads) Nm (Newton Meter) ns (Nano Second) nV (NanoVolt) nW (Nano Watt) º (Degree) pA (PicoAmpere) Pa (pascal) pF (picofarads) PH (PH Meter) PPM (Parts Per Milion) PSI (Pounds per square inch) pV (PicoVolt) rad (Radian) RPM (Revolutions per minute) s (Second) Shore A (Shore A) Shore D (Shore D) THz (Terahertz) ton (Ton) TΩ (TeraOhm) V (Volt) VA (Voltage Ampere) W (Watt) wt/m (Weight Per Meter) X (X) ϕ (Power Factor) Ω (Ohm)	Uncertainty	() " (Degree Sec) % (Percent) % FSD (PercentFS) % Rdg (PercentRdg) % RH (Humidity) °C (DegreeCentigrade) °F (Degreefahrenheit) µA (Micro Ampere) µF (microfarads) µg (MicroGram) µH (Microhenries) µL (Micro Leter) µm (Micro Meter) µm/min (Micrometer Per Minute) µs (Micro Second) µS/cm (micro-Siemens per centimeter) µV (MicroVolt) µW (Micro Watt) µΩ (MicroOhm) A (Ampere) arc of sec (Arc of Sec) bar (Bar) Be (Be) cm (Centemeter) cm² (Square centemeter) cm³/h (cubic centimeters per hour) cm³/s (Cubic Centemeter Per Second) count (Count) dB (Decibel) F (Farad) foot (Feet) g (Gram) g/mL (Gram Per Milli Letter) GA (Giga Ampere) gal(UK) (UK Gallons) gal(US) (US Gallons) gf (Gram Forcce) GHz (Giga Hertz) GV (Giga Volt) GW (Giga Watt) GΩ (GigaOhm) h (Hour) H (Henries) HBW 10/3000 (HBW 10/3000) HBW 2.5/187.5 (HBW 2.5/187.5) HBW 5.0/750 (HBW 5.0/750) HR15N (HR15N) HR15T (HR15T) HR30N (HR30N) HR30T (HR30T) HR45N (HR45N) HR45T (HR45T) HRA (HRA) HRB (HRB) HRC (HRC) HRD (HRD) HRE (HRE) HRF (HRF) HRG (HRG) HRH (HRH) HRK (HRK) HRN (HRN) HRT (HRT) HV1 (HV1) HV10 (HV10) HV20 (HV20) HV30 (HV30) HV5 (HV5) Hz (Hertz) Inch (Inch) Inch H2O (Inch water) Inch Hg (Inches of mercury) J (joule) kA (KiloAmpere) kg (Kilo Gram) kg/cm² (kilogram per square centimetre) kg/m³ (Kilogram per cubic metre) kgf (Kilo Gram Force) kgf-cm (kilogram-force centemeter) kgf-m (kilogram-force meter) kg-fmm (kilogram-force mili meter) kgm (Kilo Gram) kH (KiloHenries) kHz (kilohertz) kL (Kilo Leter) km/h (Kilometer per Hour) km/min (Kilometer per Minute) km/s (Kilometer per Second) kN (Kilo Newton) kNM (Kilo Newton Meter) kPa (kilopascal) kt (knot) kV (KiloVolt) kVA (Kilo Voltage Ampere) kW (Kilo Watt) kWh (KWh) kΩ (KiloOhm) L (Liter) L/h (Liters per hour) L/min (Liter Per Minute) L/s (Liter Per Second) lb-ft (Foot Pound) LPM (Liter Per Minute) Lux (LUX) m/h (Meter Per Hour) m/min (Meter Per Minute) m/s (Meter Per Second) m² (Square Meter) m³ (cubic millimeter) m³/h (cubic meter per hour) m³/min (cubic meter per minute) m³/s (cubic meter per second) mA (MiliAmplere) MA (Mega Ampere) mbar (Millibar) mF (millifarad) mg (Mili Gram) mH (Milihenries) MHz (Magahertz) min (Minute) min of arc (Minute of arc) mL (Mili Leter) mm (Mili Meter) mm H2O (millimeter of water) mm/min (Millimeter Per Minute) mm² (square millimeter) mmHg (millimeter of mercury) mmWc (millimeters per water column) MPa (megapascal) mpm (meter per minute) ms (Mili Second) mtr (Meter) mV (MiliVolt) MV (Mega Volt) MW (Mega Watt) mW (Mili Watt) MΩ (MagaOhm) mΩ (MiliOhm) N (Newton) N/mm² (Newton Per Square Mili Meter) nA (NanoAmpere) Ncm (Newton Centemeter) nF (nanofarads) Nm (Newton Meter) ns (Nano Second) nV (NanoVolt) nW (Nano Watt) º (Degree) pA (PicoAmpere) Pa (pascal) pF (picofarads) PH (PH Meter) PPM (Parts Per Milion) PSI (Pounds per square inch) pV (PicoVolt) rad (Radian) RPM (Revolutions per minute) s (Second) Shore A (Shore A) Shore D (Shore D) THz (Terahertz) ton (Ton) TΩ (TeraOhm) V (Volt) VA (Voltage Ampere) W (Watt) wt/m (Weight Per Meter) X (X) ϕ (Power Factor) Ω (Ohm)	Tolerance(±)	() " (Degree Sec) % (Percent) % FSD (PercentFS) % Rdg (PercentRdg) % RH (Humidity) °C (DegreeCentigrade) °F (Degreefahrenheit) µA (Micro Ampere) µF (microfarads) µg (MicroGram) µH (Microhenries) µL (Micro Leter) µm (Micro Meter) µm/min (Micrometer Per Minute) µs (Micro Second) µS/cm (micro-Siemens per centimeter) µV (MicroVolt) µW (Micro Watt) µΩ (MicroOhm) A (Ampere) arc of sec (Arc of Sec) bar (Bar) Be (Be) cm (Centemeter) cm² (Square centemeter) cm³/h (cubic centimeters per hour) cm³/s (Cubic Centemeter Per Second) count (Count) dB (Decibel) F (Farad) foot (Feet) g (Gram) g/mL (Gram Per Milli Letter) GA (Giga Ampere) gal(UK) (UK Gallons) gal(US) (US Gallons) gf (Gram Forcce) GHz (Giga Hertz) GV (Giga Volt) GW (Giga Watt) GΩ (GigaOhm) h (Hour) H (Henries) HBW 10/3000 (HBW 10/3000) HBW 2.5/187.5 (HBW 2.5/187.5) HBW 5.0/750 (HBW 5.0/750) HR15N (HR15N) HR15T (HR15T) HR30N (HR30N) HR30T (HR30T) HR45N (HR45N) HR45T (HR45T) HRA (HRA) HRB (HRB) HRC (HRC) HRD (HRD) HRE (HRE) HRF (HRF) HRG (HRG) HRH (HRH) HRK (HRK) HRN (HRN) HRT (HRT) HV1 (HV1) HV10 (HV10) HV20 (HV20) HV30 (HV30) HV5 (HV5) Hz (Hertz) Inch (Inch) Inch H2O (Inch water) Inch Hg (Inches of mercury) J (joule) kA (KiloAmpere) kg (Kilo Gram) kg/cm² (kilogram per square centimetre) kg/m³ (Kilogram per cubic metre) kgf (Kilo Gram Force) kgf-cm (kilogram-force centemeter) kgf-m (kilogram-force meter) kg-fmm (kilogram-force mili meter) kgm (Kilo Gram) kH (KiloHenries) kHz (kilohertz) kL (Kilo Leter) km/h (Kilometer per Hour) km/min (Kilometer per Minute) km/s (Kilometer per Second) kN (Kilo Newton) kNM (Kilo Newton Meter) kPa (kilopascal) kt (knot) kV (KiloVolt) kVA (Kilo Voltage Ampere) kW (Kilo Watt) kWh (KWh) kΩ (KiloOhm) L (Liter) L/h (Liters per hour) L/min (Liter Per Minute) L/s (Liter Per Second) lb-ft (Foot Pound) LPM (Liter Per Minute) Lux (LUX) m/h (Meter Per Hour) m/min (Meter Per Minute) m/s (Meter Per Second) m² (Square Meter) m³ (cubic millimeter) m³/h (cubic meter per hour) m³/min (cubic meter per minute) m³/s (cubic meter per second) mA (MiliAmplere) MA (Mega Ampere) mbar (Millibar) mF (millifarad) mg (Mili Gram) mH (Milihenries) MHz (Magahertz) min (Minute) min of arc (Minute of arc) mL (Mili Leter) mm (Mili Meter) mm H2O (millimeter of water) mm/min (Millimeter Per Minute) mm² (square millimeter) mmHg (millimeter of mercury) mmWc (millimeters per water column) MPa (megapascal) mpm (meter per minute) ms (Mili Second) mtr (Meter) mV (MiliVolt) MV (Mega Volt) MW (Mega Watt) mW (Mili Watt) MΩ (MagaOhm) mΩ (MiliOhm) N (Newton) N/mm² (Newton Per Square Mili Meter) nA (NanoAmpere) Ncm (Newton Centemeter) nF (nanofarads) Nm (Newton Meter) ns (Nano Second) nV (NanoVolt) nW (Nano Watt) º (Degree) pA (PicoAmpere) Pa (pascal) pF (picofarads) PH (PH Meter) PPM (Parts Per Milion) PSI (Pounds per square inch) pV (PicoVolt) rad (Radian) RPM (Revolutions per minute) s (Second) Shore A (Shore A) Shore D (Shore D) THz (Terahertz) ton (Ton) TΩ (TeraOhm) V (Volt) VA (Voltage Ampere) W (Watt) wt/m (Weight Per Meter) X (X) ϕ (Power Factor) Ω (Ohm)
Error		K Value	Invalid coverage factor	Uniformality	Stability	Avg Value

Parameter

Direct shear test (UU) Accelerated Compressive strength -1 Accelerated Compressive strength -3 Aggregate Impact Value(AIV) Aggregate Impact Value(AIV),% At 250 C At 25deg celsius At 50deg celsius Avg.Thickness (mm)-1 Avg.Thickness (mm)-2 Avg.Thickness (mm)-3 Comperssive strength of paving block dry density Increased weight of filter paper after extraction gms Loss in weight Material Finer than 75 Micron Max Crushing load -1 Max Crushing load -2 Max Crushing load -3 Potassium Permanganate Solution removing aliquot(V2) Soft Aggregate Impact Value(AIV),% Standard cleaning agent solution Viscosity Ratio at 60°C Water absorption & Dry Density Weight of aggregate after extraction (W2) gms Weight of crucible + Residue Weight of residue after HF treatment, W2 (Wt.of Impurities ) % bulking % Chance of Corrosion activity Cu-Cu Sulphate Reference Electrode % Coarse graval(80mm-20mm) % Combined Silt or Clay(below 0.075mm) % Compaction % Compaction - Extra point % Deflection (mm) % Fines passing of the test material % Fines passing of the test material of 20 mm % Silt % Solubility % wt. of 200 pieces to the total weight of sample %Clay %Coarse Sand (4.75mm-2mm) %Fine graval (20mm-4.75mm) %Fine Sand content (0.425mm-0.075mm) %Medium sand (2mm-0.425mm) (DW^0.75)(D^0.5) (FOR LUMP ) DW^0.75 *Bearing Pressure Applied (T/sqm) *Corresponding Settlement observed for given bearing Pressure Applied (mm) .Cement-All Physical 0.02N H2SO4 required to netralize 100 ml of water 0.02N NaOH required to neutralize 100 ml of water 0.075 0.15 0.180 0.2% Proof Load (kN) 0.2% Proof Stress 0.2% Proof Stress Max 0.2% Proof Stress Min 0.212 0.3 0.425 0.5 0.6 0.850 1 1) Max. load in Kn…28 days 1) Max. load in Kn…3 days 1) Max. load in Kn…7 days 1.18 1.5 10 10 % Fine Value 10 mm 10 mm Agg. 10.5 10-6.3 10-6.3,mm 10mm Agg. 11 11.2 11.5 12 12.5 12.5-10 12.5-10,mm 125 13.2 150 16 16-12.5 16-12.5,mm 180 19 2 2) Max. load in Kn…28 days 2) Max. load in Kn…3 days 2) Max. load in Kn…7 days 2.36 2.5 2.8 20 20 mm 20 mm Agg. 20-16 20-16,mm 20mm Agg. 22.4 25 25-20 25-20,mm 26.5 28 Days comp. Strength 2P 3 3 days comp. Strength 3) Max. load in Kn…28days 3) Max. load in Kn…3 days 3) Max. load in Kn…7 days 3) Weight of crucible + sample 3.35 3.5 300 31.5 mm 31.5-25 31.5-25,mm 37.5 4 4.5 4.75 40 40-31.5 40-31.5,mm 40mm Agg 45 5 5) Weight of residue after HF treatment, W2 (Wt.of Impurities ) 5.5 5.6 50-40 50-40,mm 53 6 6.3 6.5 60 mm Agg. 600 63 63-50 63-50,mm 6mm Agg 6mm Agg. 7 7 Days comp. Strength 7.5 75 8 8.5 80 9 9.5 90 A-B in ml Abrasion Resistance Abrasion Value Absolute viscosity at 60°C(Poise) acc Accelerated Compressive strength (N/mm2)-1 Accelerated Compressive strength -2 Accelrated comp. Strength Acidity Acidity Resistance Test Acidity and Alkalinity Resistance Test Acids Actual Actual Pavement Deflection Actual wt with moisture while testing -1 Actual wt with moisture while testing -10 Actual wt with moisture while testing -11 Actual wt with moisture while testing -12 Actual wt with moisture while testing -13 Actual wt with moisture while testing -14 Actual wt with moisture while testing -15 Actual wt with moisture while testing -16 Actual wt with moisture while testing -17 Actual wt with moisture while testing -18 Actual wt with moisture while testing -19 Actual wt with moisture while testing -2 Actual wt with moisture while testing -20 Actual wt with moisture while testing -21 Actual wt with moisture while testing -22 Actual wt with moisture while testing -23 Actual wt with moisture while testing -24 Actual wt with moisture while testing -25 Actual wt with moisture while testing -26 Actual wt with moisture while testing -27 Actual wt with moisture while testing -28 Actual wt with moisture while testing -29 Actual wt with moisture while testing -3 Actual wt with moisture while testing -30 Actual wt with moisture while testing -31 Actual wt with moisture while testing -32 Actual wt with moisture while testing -33 Actual wt with moisture while testing -34 Actual wt with moisture while testing -35 Actual wt with moisture while testing -36 Actual wt with moisture while testing -4 Actual wt with moisture while testing -5 Actual wt with moisture while testing -6 Actual wt with moisture while testing -7 Actual wt with moisture while testing -8 Actual wt with moisture while testing -9 Adhesion of Piles Adhesion of Plies Adjusted Sp Gravity for mositure content-1 Adjusted Sp Gravity for mositure content-2 Adjusted Sp Gravity for mositure content-3 Adjusted Specific gravity Adjusted Specific Gravity for moisture content -1 Adjusted Specific Gravity for moisture content -2 Adjusted Specific Gravity for moisture content -3 Adjusted Specific Gravity for mositure content-1 Adjusted Specific Gravity for mositure content-2 Adjusted Specific Gravity for mositure content-3 Admixture Admixture % (by wt of total cementious) Age in day Age of concrete (days) Aggregate 10mm Aggregate -20 mm Aggregate -40 mm Aggregate 6 mm Aggregate Chemical - Petrography test Aggregate crushing value Aggregate grading & Proportioning of material Aggregate Impact value Aggregate ten percent fine value Aggregate-Petrography Analysis Al2O3/Fe2O3 Alkali Aggregate Reactivity Alkali Alkalinity Alkalinity Resistance Test All Chemical test All chemical tests All physical tests Alumin Alumina Alumininum thickness Aluminium Aluminium (Al ) Aluminium Oxide Al2O3 Aluminium Thickness Test Ammonical Nitrogen Ammonium Chloride Solution Anchorage bar embedded depth(mm) Angle of Inclination Angle of internal friction Apparatus Constant K Apparent Compressive Strength -1 Apparent Compressive Strength -2 Apparent Compressive Strength -3 Apparent Compressive Strength -4 Apparent Compressive Strength -5 Apparent Compressive Strength -6 Apparent Compressive Strength -7 Apparent Compressive Strength -8 Apparent Pavement Deflection Apparent Porosity Apparent specific gravity Appearance Applied Pressure(bar) Approximate Specified Compressive strength Area Area 1 Area 2 Area 3 Area 4 Area 5 Area of core Area of Plate(cm2) Area of the bearing face of the specimen1 Area of the bearing face of the specimen2 Area of the bearing face of the specimen3 Area of the bearing face of the specimen4 Area of the bearing face of the specimen5 Area of the bearing specimen Ash Content Ash Content % Avd, residue by evaporation Average Blank Burette Reading Average Bulk Density Average Bulk Specific gravity Average Burette Reading Average Corrected Marshall Stability ( rounded upto 50 N ) Average Diameter of surrounding wire (mm) Average Flow Average Hardness Number Average Length Average Marshall Stability Average Shrinkage Limit Average strength Average Thickness Average Time ( T ) Average Unconfined Comp. Strength Average Weight of oven dry specimen (Wd) Average Weight of saturated specimen (Ww) Average Width Avg Acceltd. Comp strength Avg Acceltd. Comp strength (N/mm2) Avg BR Y Avg Corrected Bulk Specific Gravity At 25degree C Avg Dia of Core (cm) Avg dia of surrounding wire Avg Length 1 Avg Length 2 Avg Length 3 Avg Length 4 Avg Length 5 Avg percent water absorption Avg Rebound No Avg settlement (mm)-First Loading-0 Avg settlement (mm)-First Loading-1 Avg settlement (mm)-First Loading-2 Avg settlement (mm)-First Loading-3 Avg settlement (mm)-First Loading-4 Avg settlement (mm)-First Loading-5 Avg settlement (mm)-First Loading-6 Avg settlement (mm)-First Loading-7 Avg settlement (mm)-Reloading Loading-11 Avg settlement (mm)-Reloading Loading-12 Avg settlement (mm)-Reloading Loading-13 Avg settlement (mm)-Reloading Loading-14 Avg settlement (mm)-Reloading Loading-15 Avg settlement (mm)-Reloading Loading-16 Avg settlement (mm)-Unloading Loading-10 Avg settlement (mm)-Unloading Loading-8 Avg settlement (mm)-Unloading Loading-9 Avg settlement for first unloading 1 Avg settlement for first unloading 2 Avg settlement for first unloading 3 Avg settlement for first unloading 4 Avg settlement for first unloading 5 Avg settlement for loading 1 Avg settlement for loading 2 Avg settlement for loading 3 Avg settlement for loading 4 Avg settlement for loading 5 Avg settlement for loading 6 Avg settlement for Reloading 1 Avg settlement for Reloading 2 Avg settlement for Reloading 3 Avg settlement for Reloading 4 Avg settlement for Reloading 5 Avg settlement for Reloading 6 Avg settlement for Second unloading 1 Avg settlement for Second unloading 2 Avg settlement for Second unloading 3 Avg settlement for Second unloading 4 Avg settlement for Second unloading 5 Avg settlement for unloading 1 Avg settlement for unloading 2 Avg settlement for unloading 3 Avg settlement for unloading 4 Avg settlement for unloading 5 Avg specific garvity Avg volume Avg Width1 Avg Width2 Avg Width3 Avg Width4 Avg Width5 Avg, residue by evaporation Avg,Width (mm)-1 Avg,Width (mm)-2 Avg,Width (mm)-3 Avg. Adjusted Sp Gravity Avg. Adjusted Specific Gravity -3 Avg. Center curvature Avg. Compressive strength Avg. Compressive strength of paving block Avg. Compressive strength-1 Avg. Compressive strength-10 Avg. Compressive strength-11 Avg. Compressive strength-12 Avg. Compressive strength-2 Avg. Compressive strength-3 Avg. Compressive strength-4 Avg. Compressive strength-5 Avg. Compressive strength-6 Avg. Compressive strength-7 Avg. Compressive strength-8 Avg. Compressive strength-9 Avg. Corrected comp. Strength Avg. dia of core Avg. Dry Density Avg. Edge curvature Avg. height Avg. height of core Avg. Length Avg. Length (mm)-1 Avg. Length (mm)-2 Avg. Length (mm)-3 Avg. Load Avg. Modulus of Rupture Avg. Moisture content Avg. Moisture content (%) Avg. Nail Withdrawal Resistance (KN) Avg. Porosity Avg. Thickness Avg. Thickness-1 Avg. Thickness-2 Avg. Thickness-3 Avg. Thickness-4 Avg. Thickness-5 Avg. Thickness-7 Avg. Water Absorption Avg. Width Avg.Deflection Avg.Density (g/cc) Avg.diameter of surrounding wire(mm) Avg.Dry weight Avg.Moisture content (%) Avg.screw Withdrawal Resistance (KN) Avg.volume Axial Strain B1 B2 B3 B4 Ball No 1 Ball No 2 Below 0.180 mm/Pan Bend Test Bend Test at 180 Benkelman beam Benkelman beam deflection BH No Binder content Binder content = (W4 / W1) X 100 Binding Wire-Ductility Biochemical Oxygen Demand at 27oC for 3 days Bitumen Bitumen Content Bituminous core cutting BJM-Physical Properties Blank Burette Reading Blank Reading NH4SCN X Block density of solid block BLOCK JOINTING MORTAR Bond Area Bonding Material Boran-B% Boreholes for Soil Investigation Brand name of admixture Brand name of the admixture Brand of cement Brand of Fly Ash Brand of Flyash Breaking load Breaking Strength(kN) Breaking Strength(N) Breath Brinell Hardness Test Bulk Density Bulk density of core Bulk density of soil Bulk Density of soil (g/cc) Bulk density of soil -1 Bulk density of soil -3 Bulk density of soil -4 Bulk density of soil -5 Bulk density of soil-2 Bulk Density(Rodded) Bulk Specific Gravity & Density of Bituminous core Bulk Specific Gravity of Bituminous core Bulk specific gravity of bituminous mix Bulk specific gravity -Sample 1 Bulk specific gravity -Sample 2 Bulk specific gravity -Sample 3 Bulk Volume of sample V = (Msat-Msub)/qw.m3 Bulking of sand Burette Reading Burette Reading 1 Burette Reading 2 Burette Reading 3 Burette Reading AgNo3 Used Burrete Reading of 0.1 N NH4SCN (ml) C/s Area of the cement cube C/s Area of core C/s Area of core 1 C/s Area of core 2 C/s Area of core 3 C/s Area of core 4 C/s Area of core 5 Calcium as Ca Calcium Carbonate(CaCO3) Calcium Oxide CaO Calcium Sulphate dihydrate (CaSO4.2H2O) Calibration constant of Viscometer -B-Bulb ( Poise/sec) Calibration constant of Viscometer -C-Bulb ( Poise/sec) Calibration constant of viscometer cSt Calibration constant of viscometer-B-Bulb(Poise/sec) Calibration constant of viscometer-C-Bulb(Poise/sec) Calibration factor of proving ring (kN) Calibration factor of proving ring(kN) California Bearing Ratio (CBR) Calyex Drilling 100/75mm (NX Size) bore holes above 10 meter in Rock Calyex Drilling 100/75mm (NX Size) bore holes above 10 meter in Soil Calyex Drilling 100/75mm (NX Size) bore holes in rock,respectively upto 5.0 meter depth Collection of rock & water including storing transporting samples to the laboratory Calyex Drilling 100/75mm (NX Size) bore holes in soil/rock,respectively upto 10 meter depth ,conducting SPT in soil as per specification.Collection of soil including storing transporting samples to the laboratory Calyex Drilling 100/75mm (NX Size) bore holes in soil/rock,respectively upto 10 meter in soil or 5 meter in rock depth ,conducting SPT in soil as per specification.Collection of soil,rock & water including storing transporting samples to the laboratory CaO % Carbon Carbon ( C ) Carbon Equivalent Carbonation Test Casting & Compressive strength of Ready Mix Mortor Casting date of concrete cube CA-WBM -Gradation CA-WBM -Gradation 4th Rev CBR (Soaked) CBR (Unsoaked) CBR at 98% dry density Cc Cement Cement Chemical test Cement Concrete Pavement (PQC)-Gradation Cement content Cement content required Center deflect 1 Center deflect 2 Ceramic / vitrified Tile CF Factor Chainage of test location Change in Settlement Change in Softening Points Change in stress ?s For loading Change in stress ?s For Reloading Characteristic Deflection Characterstic strength Chemical admixture type Chemical Composition Chemical Oxygen Demand Chemical Test Chemical Test ( Grade confirmation test ) AL Chemical Test ( Grade confirmation test ) SS Chemical Testing-Soil(PH,Chloride & Sulphate) Chemical Testing-Water (PH,Chloride & Sulphate) Chloride as Cl Chloride content-GGBS Chloride Ion Penetrability Chlorides Chlorides-Soil Chromium Citric acid solution Class of Soil Clay Clay Lumps Coarse aggregate Coarse Aggregate for concrete Coarse Aggregate for WBM Coating Thickness Co-efficient of Curvature Cc Co-efficient of Uniformity Cu Cohesion Cohesion Coliform Color Colour Combined Blend Passing Combined Blending of 20 mm & 10 mm Agg. Combined Blending of N Sand & C Sand Combined FI & EI Combined Grading of 20,10,6,C.Sand,Filler Combined Oxide (R2O3) Comp. Strength 1 Comp. Strength 2 Comp. Strength 3 Compaction ( %) Comperssive strength -1 Comperssive strength of CLC block Completion date of test Compression Index(Cc) Compression of sample at failure for below cell pressure Compression Ratio (CR) Compressive strenght - Concrete cylinder Compressive Strength Compressive strength - 1day Compressive strength (5 cube each) 1 & 7 days Compressive strength (N/mm2)-1 Compressive strength -2 Compressive strength -3 Compressive strength -4 Compressive strength -5 Compressive strength -6 Compressive strength -7 Compressive strength -8 Compressive strength at 7 days as percent of control sample Compressive Strength -Mortar Cube Compressive strength of Bricks Compressive strength of Bricks 1 Compressive strength of Bricks 2 Compressive strength of Bricks 3 Compressive strength of Bricks 4 Compressive strength of Bricks 5 Compressive strength of Concrete cube by Accelerated method Compressive strength of solid block Compressive Strength-2 Cubes Compressive strength-28 days Compressive Strength-3 Cubes Compressive strength-3 days Compressive Strength-3 No sample Compressive strength-7 days concrete core cutting Concrete Cube Cupon-99 cubes Concrete member Concrete mix Design Self Compacting Concrete mixed design Concrete mixed design - Accelrated method Concrete mixed design - Conventional method Concrete mixed design - Pump able with Accelrated Concrete mixed design - Pumpable Concrete mixed design - Self compacting Concrete mixed design Material testing Concrete Quality Grading Condition of test Surface(Soaked/Unsoaked) Conducting following test on soil and rock -Sieve Analysis,LL,PL,FSI & Water Absorption,Density UCS ,Point Load Test Consistancy Consistency by slump test Consolidation Test Constant Oven dry wt .(Wd) -1 Constant Oven dry wt .(Wd) -2 Constant Oven dry wt .(Wd) -3 Constant oven dry wt-1 Constant oven dry wt-2 Constant oven dry wt-3 Container No Container Number Container Number -1 Container Number -2 Container Number -3 Container Number -4 Container Number -5 Container+ wet Soil-1 Container+ wet Soil-2 Container+ wet Soil-3 Container+ wet Soil-4 Container+ wet Soil-5 Container+Dry Soil-1 Container+Dry Soil-2 Container+Dry Soil-3 Container+Dry Soil-4 Container+Dry Soil-5 Convetinal Concrete Mix Design (Based on Accelrated curing method) Copper (Cu ) Copper Sulphate Solution Core Boxes Charges for keeping Soil/Rock Samples Core No Corrected Area Corrected area for below normal stress Corrected CBR at 2.5 mm Corrected CBR at 5.0 mm Corrected comp. Strength 1 Corrected comp. Strength 2 Corrected comp. Strength 3 Corrected Compressive Strength Corrected compressive strength -1 Corrected compressive strength -2 Corrected compressive strength -3 Corrected compressive strength -4 Corrected compressive strength -5 Corrected compressive strength -6 Corrected compressive strength -7 Corrected compressive strength -8 Corrected F.I. Corrected Marshall stability -Sample 1 Corrected Marshall stability -Sample 2 Corrected Marshall stability -Sample 3 Corrected Modulus of subgrade reaction(K Value) Corrected Pressure (kg/cm2) for below penetration Corrected Pressure at 2.5mm Corrected Pressure at 2.5mm Corrected Pressure at 5.0 mm Corrected Pressure at 5.0mm Corrected Stress at failure for below cell pressure Corrected Ultrasonic Pulse Velocity(km/sec) Corrected unconfined comp strength -1 Corrected unconfined comp strength -2 Corrected unconfined comp strength -3 Corrected unconfined comp strength -4 Corrected unconfined comp strength -5 Corrected Unconfined Comp. strength -1 Corrected Unconfined Comp. strength -2 Correction Factor Correction factor 1 Correction factor 2 Correction factor 3 Correction factor 4 Correction factor 5 Correction factor 6 Correction factor 7 Correction factor 8 Correction Factor for plate Smaller than 75 cm Correction factor for rubber membrane Correction factor -Sample 1 Correction factor -Sample 2 Correction factor -Sample 3 Correction for Temperature Cover Block-Compressive Strength Crazing Resistance Cromium ( Cr ) Cross section area 1 Cross section area 10 Cross section area 11 Cross section area 12 Cross section area 13 Cross section area 14 Cross section area 15 Cross section area 16 Cross section area 17 Cross section area 18 Cross section area 19 Cross section area 2 Cross section area 20 Cross section area 21 Cross section area 22 Cross section area 23 Cross section area 24 Cross section area 25 Cross section area 26 Cross section area 27 Cross section area 28 Cross section area 29 Cross section area 3 Cross section area 30 Cross section area 31 Cross section area 32 Cross section area 33 Cross section area 34 Cross section area 35 Cross section area 36 Cross section area 4 Cross section area 5 Cross section area 6 Cross section area 7 Cross section area 8 Cross section area 9 Cross Sectional Area Crushed Gravel Crushed Sand Crushed Sand Crushing Load 1 Crushing load -1 Crushing Load 2 Crushing load -2 Crushing Load 3 Crushing load -3 Crushing load -4 Crushing load -5 Cu cube Cum. Percentage passing Cumulative Percentage Retained Cumulative Weight Retained D ^ 0.5 D*W D/H Ratio D^1.5 D50^0.5 Date of casting Date of Testing Deflection-1 Deflection-2 Deflection-3 Deflection-4 Degree of Supervision Deleterious Material Deletorious Material Density Density & Moisture content Density (g/cc) Density (g/cc)-1 Density (g/cc)-2 Density (g/cc)-3 Density -1 Density -2 Density -3 Density -4 Density -5 Density -6 Density -7 Density -8 Density -9 Density of AAC Block Density of Bituminous core Density of bituminous core /mix Density of concrete Density of concrete Density of core Density of Diesel Density of Diseal Density of fresh concrete,kg/m3 Density of GGBS Density Of Plywood Density Of Plywood Density of Standard Sand (g/cc) Density of wax Depth Depth of Carbonation (mm) Design Assumptions Design Considerations & Design Design Requirements Detailed GeotechnicaInvestigation Report Preparation by Geotechnical Consultant Detailed Geotechnical Investigation Report Preparation by Geotechnical Consultant Determination of Los abrasion value Determination of Modulus of rupture Deviation Dia of core Dia of core (cm) Dia of core 2 Dia of core 3 Dia. Of core 1 Diagonal 1 Diagonal 2 Diagonal Difference(mm) Dial Gauge 3 Reading for Loading 1 Dial Gauge 3 Reading for Loading 2 Dial Gauge 3 Reading for Loading 3 Dial Gauge 3 Reading for Loading 4 Dial Gauge 3 Reading for Loading 5 Dial Gauge 3 Reading for Loading 6 dial gauge reading after removal of load dial gauge reading after removal of load-1 Dial gauge reading after removal of load-2 Dial gauge reading after removal of load-3 Dial gauge reading after removal of load-4 Dial Guage 1 Reading for Loading 1 Dial Guage 1 Reading for Loading 2 Dial Guage 1 Reading for Loading 3 Dial Guage 1 Reading for Loading 4 Dial Guage 1 Reading for Loading 5 Dial Guage 1 Reading for Loading 6 Dial Guage 1 Reading for Reloading 1 Dial Guage 1 Reading for Reloading 2 Dial Guage 1 Reading for Reloading 3 Dial Guage 1 Reading for Reloading 4 Dial Guage 1 Reading for Reloading 5 Dial Guage 1 Reading for Reloading 6 Dial Guage 1 Reading for Unloading 1 Dial Guage 1 Reading for Unloading 2 Dial Guage 1 Reading for Unloading 3 Dial Guage 1 Reading for Unloading 4 Dial Guage 1 Reading for Unloading 5 Dial Guage 2 Reading for Loading 1 Dial Guage 2 Reading for Loading 2 Dial Guage 2 Reading for Loading 3 Dial Guage 2 Reading for Loading 4 Dial Guage 2 Reading for Loading 5 Dial Guage 2 Reading for Loading 6 Dial Guage 2 Reading for Reloading 1 Dial Guage 2 Reading for Reloading 2 Dial Guage 2 Reading for Unloading 1 Dial Guage 2 Reading for Unloading 2 Dial Guage 2 Reading for Unloading 3 Dial Guage 2 Reading for Unloading 4 Dial Guage 2 Reading for Unloading 5 Diamension Diameter Diameter of Anchor bar Diameter of splice bar(mm) Diameter of test plate used(cm) Diameter(mm) Dicalcium Silicate (C2S) Die Penetration test Difference Difference between Initial adn Final Dial Reading Difference between Initial and Final Dial Reading Difference between Initial and Intermediate Dial Reading Difference in Differential Reading Difference in Temperature Dilution 0.05 ML Dilution 0.5 ML Dilution 5 ML Dimension Dimension of the block -1 Dimension of the block -2 Dimension of the block -3 Dimension AAC block (mm)-1 Dimension AAC block -10 Dimension AAC block -11 Dimension AAC block -12 Dimension AAC block -2 Dimension AAC block -3 Dimension AAC block -4 Dimension AAC block -5 Dimension AAC block -6 Dimension AAC block -7 Dimension AAC block -8 Dimension AAC block -9 Dimension CLC block -seg-1 Dimension CLC block -seg-2 Dimensions warpage Dimention (beam)-1 Dimention (beam)-2 Dimention (beam)-3 Dimention (span) Direct shear test Direct shear test (UU) Direction of Impact Discription Displaced volume (cc) Dissolved Silica Dist. Bet. The line of fractured nearer support measure on the center line of tensile side of specimen -1 Dist. Bet. The line of fractured nearer support measure on the center line of tensile side of specimen -2 Dist. Bet. The line of fractured nearer support measure on the center line of tensile side of specimen -3 Distance (km) Distance (mm) Distance of Failure (mm) DLBD DLBD of 10 mm Agg. DLBD of 20 mm Agg. DLBD of Crushed Sand DLBD of Natural Sand DLBD-10 mm Agg DLBD-20 mm Agg DLBD-Crushed Sand DLBD-Natural Sand DLC-Aggregate gradation Dolly No 01 Plaster Adhesive on RCC Dolly No 02 Plaster Adhesive on RCC Dolly No 03 Plaster Adhesive on RCC Dolly No 04 Plaster Adhesive on RCC Dolly No 05 Plaster Adhesive on RCC Dolly No 06 Plaster Adhesive on RCC Dolly No 07 Plaster Adhesive on RCC Dolly No 08 Plaster Adhesive on RCC Dolly No 09 Plaster Adhesive on RCC Dolly No 10 Plaster Adhesive on RCC Drilling of Exploratory bore holes size upto 100 mm dia,conducting Field ,Laboratory tests & submission of report Dry bulk density(kg/m3) Dry Density (kg/lit) Dry Density (qd = Ms/v)g/cc Dry Density (qd = Ms/v)kg/m3 Dry Density -1 Dry Density -2 Dry Density -3 Dry density of soil Dry density of soil (g/cc) Dry density of soil -4 Dry density of soil -5 Dry density of soil-1 Dry density of soil-2 Dry density of soil-3 Dry Loose Bulk Density Dry mass (Grain weight)of the sample Ms(m5-m3),kg Dry Material Content Dry Material Content % Dry Sieving Dry weight 1 Dry weight 10 Dry weight 11 Dry weight 12 Dry weight 13 Dry weight 14 Dry weight 15 Dry weight 16 Dry weight 17 Dry weight 18 Dry weight 19 Dry weight 2 Dry weight 20 Dry weight 21 Dry weight 22 Dry weight 23 Dry weight 24 Dry weight 25 Dry weight 26 Dry weight 27 Dry weight 28 Dry weight 29 Dry weight 3 Dry weight 30 Dry weight 31 Dry weight 32 Dry weight 33 Dry weight 34 Dry weight 35 Dry weight 36 Dry weight 4 Dry weight 5 Dry weight 6 Dry weight 7 Dry weight 8 Dry weight 9 Drying Shrinkage Ductility Ductility at 25 °C (Cm) Duration(hr) DW^0.75 Dye- Penetration Easting E-Coli Edge curvature Edge Length -1 Edge Length -2 Efflorescence Observation Efflorescence test Elastic Recovery Elongation Elongation Index Elongation Index Elongation Index ,% Empty mass of container with lid &mass of dry soil (C) Empty mass of container with Lid and mass of Soil ( B ) Empty mass of container with lid(A) Empty mass of container with lid(A),gm Empty weight of container-1 Empty weight of container-2 Empty weight of container-3 Empty weight of container-4 Empty weight of container-5 Empty weight of cylinder Empty Weight of mould End Immersion Test Equivalent cube strength ERT Test Estimated Bearing Capacity(Given by Customer)If Settlement does not reach 25mm Estimated Comp. Strength (By Relationship Y=1.366X-12.12) Ev1 Ev2 Ev2/Ev1 Expansion (%) Exposure Condition for RCC Exposure condition of Concrete Extension Mmodulus of Rubber Membrane Extraction of bituminous mix Extraction of Bitumen from Bituminuos Paving Mixture Factor BY Chart Factor of safety for load Faecal Coliform Failure load (kg) Failure Load(kN) False Ceiling Material-Thickness Fb1 Fb2 FDT Test above 3 points FDT Test above 3 points per point charges FDT-By Sand Replacement (upto 3 Points) Ferric Oxide ( Fe2O3) Field CBR Field Density by Core Cutter method Field Density by Sand Replacement method Filler Filler -Cement Final Dial Gauge Reading Final dial gauge reading after 24 hours-1 Final dial gauge reading after 24 hours-2 Final dial gauge reading after 24 hours-3 Final dial gauge reading after 24 hours-4 Final Dial Guage Reading Final Diameter Final Gauge Length Final Gauge Length before failure (mm) Final reading 1 Final reading 2 Final reading in measuring cylinder Final reading in mm Final reading L2 Final setting time Final time Final w/c Ratio Final Weight of the sample (B) Fine Agg. - Crushed Sand Fine Agg. - Natural Sand Fine Aggergate-Sand Equivalent Value Fine aggregate Fineness by Blaines Air Permeability ( m2/kg ) Fineness by dry Sieving Fineness by Wet Sieving Fineness modulus Fineness Modulus(FM) Fineness OPC Fineness other cement Fines passing in 1.70mm IS seive (C) Fines passing in 1.70mm IS seive (C) First reading L1 Fixed Residue (Inorganic Residue) Flakiness and Elongation Flakiness Index,% Flash Point (Open Cup Method) Flash Point (°C) Flatness Flatness Surface of Ceramic Tiles Flextural Strength / Breaking load Flextural Strength of Paving Block Flextural strength test of concrete beam Flexural strength -1 Flexural strength-28 day(N/sqmm) Flow Resistance Flow Value Sample 1 Flow Value Sample 2 Flow Value Sample 3 Flow(cm) Fluoride as F Fly ash Fly ash brick mixed design Flyash Flyash % if required Flyash content Force force one Force123 Former Diameter Foundation Size Founding Level Fraction passing 75 micron sieve Fracture Free Flowing Properties Free Lime Free Residual Chlorine Free Swell Index Freelime Fresh Concrete-Density Fresh Concrete-L Box Test Gauge Length Gauge Length After Fracture Gauge No. Gauge Width Geo Soil Geo Water Geo: Per borehole upto 10 mtr drilling including field testing,lab testing & report writing Geotechnical Consultant Visit on Site Geotechnical Investigation-Report Preparation GGBS GI Pipe Chemical test Glass Bead Content Glue Adhesion Test GMM test Gradation for Bituminous Mixes Gradation for extracted mix Gradation for Glass Beads Gradation for Mastic Asphalt Gradation for Non-Bituminous Mixes Gradation of Coarse Aggregate Gradation of Fine Aggregate Grade Grade Of Cement Grade of concrete Grade of cover Grade of Mix Grade of Pipe Grading of aggregate Wet Mix Macadm(WMM) Grading of coarse aggregate for WBM Grading of Granular Sub Base Materials(GSB) Grading of screenings for WBM Grading of Coarse Agg. Grading of fine aggregate Grain seive analysis of soil Grain size analysis - Hydrometer method Grain size analysis-Wet Graph of combined blend Ground Level H/D Ratio H1 H1 (mm) H2 H2 (mm) H3 H4 Half-Cell Potential Test Hardness number of mastic asphalt Hardness number -Reading1 Hardness number -Reading2 Hardness number -Reading3 Hardness number -Reading4 Hardness number -Reading5 Hardness test HBW (3000kgs/10mm) Header Heat resistance Height Height 1 Height 2 Height 3 Height drop of concrete in horizontal section H2-1 (mm) Height drop of concrete in horizontal section H2-2 (mm) Height drop of concrete in horizontal section H2-3 (mm) Height of core Height of core (cm) Height of core 2 Height of core 3 Height of core 4 Height of core 5 Height of horizantal section of L box (mm) Height of specimen -Sample 1 Height of specimen -Sample 3 Height of specimen-Sample 2 Height of the clay suspension (clay + sand) layer (mm) Height of the sand layer (mm) Height of vertical section H1-1 (mm) Height of vertical section H1-2 (mm) Height of vertical section H1-3 (mm) Height of vertical section of L box (mm) HNO3 B.R ( Y ) HNO3 blank reading ml HNO3 sample burrete reading ml Household Chemicals Humidity Hydraulic Drilling 100/75mm (NX Size) bore holes above 10 meter in Rock Hydraulic Drilling 100/75mm (NX Size) bore holes above 10 meter in soil Hydraulic Drilling 100/75mm (NX Size) bore holes in rock,respectively upto 5.0 meter depth Collection of rock & water including storing transporting samples to the laboratory Hydraulic Drilling 100/75mm (NX Size) bore holes in soil above 10 meter in soil Hydraulic Drilling 100/75mm (NX Size) bore holes in soil upto 10 meter depth ,conducting SPT in soil as per specification.Collection of soil including storing transporting samples to the laboratory Hydraulic Drilling 100/75mm (NX Size) bore holes in soil/rock,respectively upto 10 meter in soil or 5 meter in rock depth ,conducting SPT in soil as per specification.Collection of soil,rock & water including storing transporting samples to the laboratory Hydrochloric acid Solution i) Total wt. of sample taken (W1) i)Empty weight of cylinder (A) ID mark Id. Mark ii) Wt. of sample retaining on 2.36 mm sieve ii)Weight of cylinder + sample (B) iii) Wt. of sample passing 2.36 mm sieve (W2) iii)Weight of sample (C) Imposed Load (kN) Increased weight of filter paper after extraction gms Indenter Individual F.I. (x) Initial area of specimen Initial Area of specimen -1 Initial Area of specimen -2 Initial Area of specimen -3 Initial Area of specimen -4 Initial Dial Gauge Reading Initial Dial Gauge Reading 3 Initial Dial Guage Reading Initial Diameter of specimen Initial Diameter of specimen -2 Initial Diameter of specimen -3 Initial Diameter of specimen -4 Initial Diameter of specimen,cm-1 Initial length of specimen Initial length of specimen -3 Initial length of specimen -4 Initial length of specimen-1 Initial length of specimen-2 Initial mass of test portion (W1) Initial reading 1 Initial reading 2 Initial reading in measuring cylinder Initial reading in mm Initial setting time Initial time Initial water content -1 Initial water content -2 Initial water content -3 Initial weight (gm) 1 Initial weight (gm) 2 Initial weight (gm) 3 Initial Weight (gm)-1 Initial Weight (gm)-2 Initial Weight (gm)-3 Initial weight 1 Initial weight 2 Initial weight 3 Initial wt. of filter paper gms Initial wt.of dry sand W1 Initial wt.of sand W1 Inner Dia of pipe Inner Diameter (mm) Inorganic Impurity Inorganic Solids Inside Diameter at any Point Inside Diamter(mm) Insitu Bulk Density Insoluble residue Insoluble Residue ( IR ) Insoluble residue-GGBS Intermediate Dial Guage Reading Intial dial gauge reading 1 Intial dial gauge reading 2 Intial dial gauge reading 3 Intial dial gauge reading 4 IR % Iron ( Fe ) Iron as Fe Iron Oxide Fe2O3 IS Requirements for Design IS sieves iv) Impact value iv)Weight of sample passing 2.36 mm sieve (D) JMF-BC JMF-BM JMF-Capet (closed graded) JMF-Capet (open graded) JMF-DBM JMF-Filter media JMF-LBM JMF-Mixed Seal Surfacing JMF-MSS JMF-SDBC JMF-Seal coat Job Mix for Bituminous Mix Job Mix for GSB Job Mix for Result Job Mix for WMM Job Mix Formula -Closed Graded Premix Surfacing Job Mix Formula -Mastic Asphalt Job Mix Formula -Open Graded Premix Surfacing Job Mix Formula -Seal Coat Job Mix Results K K Value Kinematic Viscosity Kinematic viscosity at 135°C Knife Test L.C of Pressure Gauge L1 L2 L3 L4 Laboratory Testing & Report Writing for SBC Lay Length (mm) Layer Lead (Pb) Length Length 1 Length 1 (mm)-2 Length 1 (mm)-3 Length 1(mm)-1 Length 1-1 Length 1-2 Length 2 Length 2 (mm)-1 Length 2 (mm)-2 Length 2 (mm)-3 Length 2-1 Length 2-2 Length 3 Length 3-1 Length 3-2 Length 4 Length 5 Length 6 Length 7 Length 8 Length of Coupler(mm) Length of Mechanical Splice(mm) Length of span Length of Specimen Length of Specimen (cm)-1 Length of Specimen (cm)-2 Length of Specimen (cm)-3 Length of Specimen-1 Length of Specimen-2 Length of Specimen-3 Length X D Length2 Light Weight Particles Lime Lime reactivity Lime Reactivity- Fly Ash Lime Saturation Factor Lime(CaO) Liquid Limit Liquid Limit,% Load 1 Load 2 Load 3 Load 4 Load 5 Load at failure Load at Failure-1 Load at Failure-2 Load at Failure-3 Load at Failure-4 Load at Failure-5 Load at Failure-6 Load at Failure-7 Load Bearing Capacity Load Dial reading for below dial gauge reading Load for Withdrawal Nail (KN)-1 Load for Withdrawal Nail (KN)-2 Load for Withdrawal Nail (KN)-3 Load for Withdrawal scerw (KN)-1 Load for Withdrawal scerw (KN)-2 Load for Withdrawal screw (KN)-1 Load for Withdrawal screw (KN)-2 Load for Withdrawal screw (KN)-3 Load taken for 10 % Fines,for the penetration of 20 mm Load test- Manhole cover Load test on Chember/ Manhole cover Load Test on Concrete Pipe Load test on Hume Pipe Loading Increment 1 Loading Increment 2 Loading Increment 3 Loading Increment 4 Loading Increment 5 Loading Increment 6 Loading Pressure for loading & Reloading 2 Loading Pressure for loading & Reloading 3 Loading Pressure for loading & Reloading 4 Loading Pressure for loading & Reloading 5 Loading Pressure for loading & Reloading 6 Loading Pressure for loading & Reloading 1 Loading Pressure for loading 1 Loading Pressure for loading 2 Loading Pressure for loading 3 Loading Pressure for loading 4 Loading Pressure for loading 5 Loading Pressure for loading 6 Location Location ID LOI % Loose bulk density Los Angles Abrasion Value Loss in Mass (gm) Loss in Volume after 16 cycles (cu mm) Loss on heating ( %) Loss On Ignition Loss on ignition-GGBS Loss on Ingnition Luminance factor Day Light Machining charges Machining Charges per test Maen Deflection Magnesia (MgO) Magnesium ( Mg ) Magnesium as Mg Magnesium Oxide MgO Make of Rebound Hammer Manganese ( Mn ) Manganese oxide(MnO)-GGBS Manganese(%) Mangnesium oxide(MgO)-GGBS Marsh Cone test Marshall Quotient Marshall stability with preparation of mould Marshall stabitlity & flow value of bituminous mix Marshall stabitlity (Div)-Sample 1 Marshall stabitlity (Div)-Sample 2 Marshall stabitlity (Div)-Sample 3 Marshall stabitlity -Sample 1 Mass in gm of oven dried specimen(M2) Mass in gm of Saturated specimen(M1) mass in gm of suspended tile impregnated Mass of Basket submerged in the immersion bath(m1),kg Mass of Beaker ,Rod &Emulsion (B),-1 Mass of Beaker ,Rod &Emulsion (B)-2 Mass of Beaker ,Rod &Emulsion (B)-3 Mass of Beaker,Rod & residue ( C ),-1 Mass of Beaker,Rod & residue ( C )-2 Mass of Beaker,Rod & residue ( C )-3 Mass of block -1 Mass of block -2 Mass of block -3 Mass of Block in kg Mass of Cement (g) Mass of coarse aggregate Mass of coarse particals Mass of conatiner and sample with its lid Mass of container & emulsion (W2) Mass of container (W4) Mass of container and sample with its lid Mass of container and sample with its lid after oven dring Mass of container including the concrete in the container-m2,kg Mass of container with its lid (m3),kg Mass of container-m1,kg Mass of dish + dry soil pat -1 Mass of dish + dry soil pat -2 Mass of dish + dry soil pat -3 Mass of dish + evaporating dish+Mercury -1 Mass of dish + evaporating dish+Mercury -2 Mass of dish + evaporating dish+Mercury -3 Mass of dish +wet soil pat Mass of dish +wet soil pat -2 Mass of dish +wet soil pat -3 Mass of dry mix (gm) Mass of dry specimen in air(A)-Sample 1 Mass of dry specimen in air(A)-Sample 2 Mass of dry specimen in air(A)-Sample 3 Mass of empty Beaker & rod (A),-1 Mass of empty Beaker &rod (A),-2 Mass of empty Beaker &rod (A)-3 Mass of empty shrinkage dish -1 Mass of empty shrinkage dish -2 Mass of empty shrinkage dish -3 Mass of empty specific gravity bottle Mass of empty specific gravity bottle + half filled with bitumen Mass of empty specific gravity bottle + half filled with bitumen+water Mass of empty specific gravity bottle + water Mass of evaporating dish -1 Mass of evaporating dish -2 Mass of evaporating dish -3 Mass of extracted mineral aggregate Mass of fine aggregate Mass of Flask + Water (gm) Mass of Flask + Water +Sample (gm) Mass of Iginition dish Mass of iginition dish+residue Mass of Mercury -1 Mass of Mercury -2 Mass of Mercury -3 Mass of mercury displaced -1 Mass of mercury displaced -2 Mass of mercury displaced -3 Mass of mineral matter in total volume of extract Mass of oven deied specimen Mass of oven deied specimen(M1) Mass of oven dried specimen(M1) Mass of oven dry sample + Container with lid (m5),kg Mass of paver shape cardboard(gm) Mass of paver shaped card bord Mass of Paver shaped cardbord Mass of pychnometer & dry soil (B) Mass of pychnometer & water (D) Mass of pychnometer , dry soil & water(C ) Mass of pychnometer bottle(A) Mass of reactangle measuring 200*100mm (gm) Mass of rectangle measuring (200 mm*100 mm) Mass of Rectangular shaped cardbord (200*100 mm Mass of residue Mass of saturated specimen(M2) Mass of saturated submerged sample in water and basket (m2),kg Mass of saturated surface dry sample + Container with lid (m4),kg Mass of sieve & small dish(W1) Mass of sieve ,small dish & residue (W3) Mass of the saturated surface -dry specimen in air (B)-2 Mass of the saturated surface -dry specimen in air (B)-Sample 1 Mass of the saturated surface -dry specimen in air (B)-Sample 3 Mass of the specimen in water( C) -Sample 1 Mass of the specimen in water( C) -Sample 2 Mass of the specimen in water( C) -Sample 2Mass of the saturated surface -dry specimen in air (B)-Sample 2 Mass of the specimen in water( C) -Sample 3 Mass of water -1 Mass of water -2 Mass of water -3 Mass of Zinc Coating ( g / m 2 ) Material Testing Material testing - GSB Material testing - WBM Material testing - WMM Material testing for bituminous job mix Material testing for non bituminous work Material testing for non bituminous work- GSB Material testing for non bituminous work- WMM Max Compressive Strength at failure (Kg/sqcm) Max Crushing load (kN)-1 Max Load Max load 1 Max load 2 Max load 3 Max load 4 Max load 5 Max load 6 Max load 7 Max load 8 Max load at failure Max pressure at 1.25mm Settlement(From Graph) Max Rb No Max Settlement at max pressure Max Stress Max Water Penetration Depth(mm) Max. Loading Pressure Max. size of Agg. Max. w/c Ratio Max. Water content Maximum displacement at failure Maximum Dry Density (MDD ) Maximum dry density of soil (g/cc) Maximum load dial reading Maximum Nominal size of aggregate MSA (mm) Maximum nominal size of aggregate,MSA(mm) MDD MDD & OMC (Standard) MDD/OMC MDD/OMC (Modified method) Mean H1 (mm) Mean H2 (mm) Measure depth of specimen at failure Measure width Method by Probe direction Method of concrete placing Method of Placing Methylene Blue Solution MgO % Min Rb No Miscibility with water Mix Calculations Mix Gradation Mix proportions as per Design mix ML of Samlpe Taken ml of 0.1 N AgNo3 Added Mobilisation and demobilization of drilling equipment, accessories-Calyex Machine Mobilisation and demobilization of drilling equipment, accessories-Calyex Machine Outside PMC/PCMC Mobilisation and demobilization of drilling equipment, accessories-Calyex Machine within PMC/PCMC Mobilisation and demobilization of drilling equipment, accessories-Hydraulic Machine Mobilisation and demobilization of drilling equipment, accessories-Hydraulic Machine outside PMC/PCMC Mobilisation and demobilization of drilling equipment, accessories-Hydraulic Machine within PMC/PCMC Mobilization 0 to 60 km Mobilization 150 to 250 km Mobilization 60 to 150 km Mobilization of drilling equipments, accessories,personnel etc to site and demobilization of the same after completion of the work Mode of Failure Modified proctor Modulus of Rupture -1 Modulus of Rupture -2 Modulus of Rupture -3 Modulus of Rupture -4 Modulus of Rupture -5 Modulus of Rupture -6 Modulus of Rupture -7 Modulus of sub grade reaction k Modulus of subgrade reaction(K Value) Moisture Content Moisture Content (%) Moisture content (%)-1 Moisture content (%)-2 Moisture content (%)-3 Moisture content 1 Moisture content 2 Moisture content 3 Moisture content of Plywood Moisture content of Timber Moisture content Plywood Moisture content Timber Moisture content Timber/ Wood Molybdenum Molybdenum ( Mo ) Mortor Mix Design for plaster and brickwork Mould + Sample Mould + Sample -1 Mould + Sample -2 Mould + Sample -3 Mould + Sample -4 Mould + Sample -5 Mould + Sample,-1 Mould 1 Mould 2 Mould 3 Mudulus of rupture Multimeter Reading (mV) Murum Nail holding Power Nail Withdrawal Resistance Test Nail & Screw Holding Power Name of Road Name of the propeties of mix NaOH B.R (X) Natural Moisture Content Natural Sand NDT by Rebound Hammer Method NDT by Rebound Ultrasinoc pulse velocity Method NDT by UPV & Rebound Hammer Method NDT by UPV & Rebound Hammer test(Charge) Above10 Points NDT by UPV & Rebound Hammer test(Min Charge) upto 10 Points NDT Test By UPV (Charge) Above 10 Points NDT Test By UPV (Min Charge) Upto 10 Points Net volume of core Nickel ( Ni ) Nitrate as NO2 Nitrate as NO3 Nitrogen Nitrogen Content No of Plies Nominal Area of strand (mm2) Nominal Area of strand wire(mm2) Nominal Dia Nominal mass per length(kg/km) Nominal Mass per length,(g/m) Normal Consistency Normal Stress(kN/sqm) Normal Stress(N/sqmm) Normality Factor Normality Of AgNO3 Normality Of EDTA Normality of 0.025n Ammonium thiocynate Normality of H2SO4 Normality Of NaOH Normality of Potassium Iodate Northing Number of blows -1 Number of blows -2 Number of blows -3 Number of blows -4 Observation Observed Value Obsrevations of Trial Mix Odour OMC One bag of cement Open Time Test (hr) Open Time Test (Min) Optimum Moisture content Optimum moisture content (%) Organic Impurities Organic Impurity Organic Matter Organic Solids Original Weight of sample (A Original Weight of sample (A) Original Weight of sample (A) Other Composition (%) Other(Including Carbon) Outer Dia of pipe Outer Diameter (mm) OUTLIERS REQUIREMENTS Outside Diameter at any Point Outside Diamter(mm) Oven dry weight Oven dry weight 1-1 Oven dry weight 1-2 Oven dry weight 1-3 Oven dry weight 1-4 Oven dry weight 2-1 Oven dry weight 2-2 Oven dry weight 2-3 Oven dry weight 2-4 Oven dry weight 3-1 Oven dry weight 3-2 Oven dry weight 3-3 Oven dry weight 3-4 Oven dry weight (gm) 1-1 Oven dry weight (gm) 1-2 Oven dry weight (gm) 1-3 Oven dry weight (gm) 1-4 Oven dry weight (gm) 1-5 Oven dry weight (gm) 2-1 Oven dry weight (gm) 2-2 Oven dry weight (gm) 2-3 Oven dry weight (gm) 2-4 Oven dry weight (gm) 2-5 Oven dry weight (gm) 3-1 Oven dry weight (gm) 3-2 Oven dry weight (gm) 3-3 Oven dry weight (gm) 3-4 Oven dry weight (gm) 3-5 Oven dry weight (gm)-1 Oven dry weight (gm)-1-1 Oven dry weight (gm)-1-2 Oven dry weight (gm)-1-3 Oven dry weight (gm)-1-4 Oven dry weight (gm)-2 Oven dry weight (gm)-2-1 Oven dry weight (gm)-2-2 Oven dry weight (gm)-2-3 Oven dry weight (gm)-2-4 Oven dry weight (gm)-3 Oven dry weight (gm)-3-1 Oven dry weight (gm)-3-2 Oven dry weight (gm)-3-3 Oven dry weight (gm)-3-4 Oven Dry Weight (M1) 1 Oven Dry Weight (M1) 2 Oven Dry Weight (M1) 3 Oven Dry Weight (M1) 4 Oven Dry Weight (M1) 5 Oven dry weight -1 Oven dry weight -2 Oven dry weight -3 Oven dry weight 4-1 Oven dry weight 4-2 Oven dry weight 4-3 Oven dry weight 5-1 Oven dry weight 5-2 Oven dry weight 5-3 Oven dry weight of specimen (gm)-1 Oven dry weight of specimen (gm)-2 Oven dry weight of specimen (gm)-3 Oven dry weigth of specimen (gm)-1 Oven dry Wt of Tile -1 Oven dry Wt of Tile -2 Oven dry Wt of Tile -3 Oven dry Wt of Tile -4 Oven dry Wt of Tile -5 Oven dry wt. of Specimen -1 Oven dry wt. of Specimen -2 Oven dry wt. of Specimen -3 Oven dry wt.W4 Ovendry wt of specimen (gm)-1 Ovendry wt of specimen (gm)-2 Ovendry wt of specimen (gm)-3 Overlay design Oversized % Retained on 45 micron IS seive pan Panel Length(mm) Panel Weight(kg/sqm) Panel Width(mm) Passing Ability Ratio Measured by L Box Passing wt. Pavement block mixed design Paving Block-Dimension Analysis Paving Block-Visual Inspection Penetration at 25 °C ( 1/10 th of mm ) PER BATCH OF 50 KG PER CUM IN KG Percent Difference in diameters of center wire and surrounding wires (%)ng wire (mm) Percent Passing,% Percent Retained Percentage Percentage difference in diameters of surrounding wire(%) Percentage Elongation (%) Percentage Passing ,Seive 0.075mm Percentage Passing ,Seive 0.425mm Percentage Passing ,Seive 100mm Percentage Passing ,Seive 2.00mm Percentage Passing ,Seive 2.36mm Percentage Passing ,Seive 20mm Percentage Passing ,Seive 26.5mm Percentage Passing ,Seive 4.75mm Percentage Passing ,Seive 50mm Percentage Passing ,Seive 53mm Percentage Passing ,Seive 75mm Percentage Passing ,Seive 9.5mm Percentage passing as IS 383 Percentage passing as per IS - 383 Percentage Passing, Seive 0.150 mm Percentage Passing, Seive 0.300 mm Percentage Passing, Seive 0.600 mm Percentage Passing, Seive 1.18 mm Percentage Passing, Seive 10 mm Percentage Passing, Seive 12.5 mm Percentage Passing, Seive 16 mm Percentage Passing, Seive 25 mm Percentage Passing, Seive 40 mm Percentage Voids Percolation Test Permeablity Test Perpendicularity pH Phosphorus Phosphorus % Phosphorus ( P ) pH-plywood Phsyical properties of samples Physical properties GSB Mix Physical properties of coarse aggregate for WBM Physical properties of GSB mix Physical Properties of Masonary Mortar Physical properties of samples Physical properties of screenings for WBM Physical Properties of soil Physical test of door shutter Piece No Pile Integrity Inclusing Surface preparation Pile Integrity test Plan area of paving block Plaster Adhesive-Pull out test Plastic Limit Plastic Limit,% Plasticity index Plate Load Test (DIN method) Plate Load Test (IS method) Plate Load test-1888 New (SBC Known) Plate Load test-1888 New (SBC Not Known) Plate Load test-DIN 18134 (5 cycle) Plate Load test-DIN 18134 (6 cycle) Plate Load test-DIN 18134 (-7 cycle) Plate size Plate Thickness Plate Thickness(mm) Pliability Point Load Lump Strength Index Test Point load strength index Polished Stone Value (PSV) Polishing : Polished Stone Value Polyethelene Thickness Pore Volume of sample Vv = (Msat-Ms)/qw,m3 Porosity 1 Porosity 2 Porosity 3 Porosity of Rock Sample n = Vv/V*100,% Pot Life Pot Life(Workable Life) Minutes Potassium hydroxide solution Pressure mm Hg Pressure 0.70 kg sq.cm Pressure for first unloading 1 Pressure for first unloading 2 Pressure for first unloading 3 Pressure for first unloading 4 Pressure for first unloading 5 Pressure for Second unloading 1 Pressure for Second unloading 2 Pressure for Second unloading 3 Pressure for Second unloading 4 Pressure for Second unloading 5 Pressure for unloading 1 Pressure for unloading 2 Pressure for unloading 3 Pressure for unloading 4 Pressure for unloading 5 Pressure mili bar Proof load Test Proof Stress Properties of bitumen Emulsion for Roads (Cationic Type) Properties of materials used in the proportioning Proposed foundation settlement at Max loading pressure Proving Ring (Div) below penetration Proving Ring (Div) for below Normal Cell pressure Proving Ring (Div) for below Normal stress Pull Out Test Pullout Testing Pullout Testing(Plaster/Tile Adhesive/Gypsum/Paint) Pumpable Concrete Mix Design (Based on Accelrated curing method) Qty of cement taken in gms Quality of Concrete Quantity of Water Added Quantity of water require in gm/ml R / S. As per IS 8900:1978 table 4. for 5% significance level R/S R2O3 % Radiography Test Range Rapid Chloride Permeability Test (RCPT) Re Compression Index (Cr) Re Compression Ratio (RR) Reading-1 Reading-2 Reading-3 ReBend Test at 135/157.5 Rebound Deflection Rebound Hammer Test Rebound Hammer test (Charge) Above 10 Points Rebound Hammer test (Min Charge) Upto 10 Points Rebound no 1 Rebound no 2 Rebound no 3 Rebound no 4 Rebound no 5 Rebound no 6 Recommended proportion for bituminous mix corresponding to dry aggregate Recommended proportion for Granular Sub Base materialsw.r.t to dry aggregate Recovery of Deflection (%) Reduced Level Reduction in Alkalinity Reduction in Area Reduction in Penetration Reduction of water for admixture Reference density given Reference No Reffilling -Core Refractive Index Relative Density Reloading Increment 1 Reloading Increment 2 Reloading Increment 3 Reloading Increment 4 Reloading Increment 5 Reloading Increment 6 Remark for failur type Remark for failure type Remark of Failure Required slump Required Standard Strength(N/sqmm) Residual Diflection( mm) 1 Residual Diflection( mm) 2 Residual Diflection( mm) 3 Residual Diflection( mm) 4 Residue by evaporation Residue by evaporation Residue on 45 micron IS sieve (gm) Residue on 600 micron IS Sieve Residue on 600 micron IS Sieve,by mass Residue on 75 micron IS sieve Residue on 90 micron Resistance to dry heat Resistance to dry heat Resistance to wear Resistivity Test Result Result (% chance of corrosion activity Cu-Cu Sulplate Ref. electrode.) Retaintion period if Required River Sand Rivision of MORTH Rockwell Hardness Room Temperature (deg C) Roundness Safe Baring Capacity with respect to max. loading applied Salt Spray Test (per hrs) Sample Code No. Sample Description Sample No Sample praparation charges of mechanical properties Sample preparation Sample Preparation charges- AAC Block Sample Size (cm)-1 Sample Size (cm)-2 Sample Size (cm)-3 Sample size 1 Sample size 2 Sample size 3 Sample size( cm) 1 Sample size( cm) 2 Sample size( cm) 3 Sample Taken ( gm ) Sample1 Sample2 Sample3 Sample4 Sample5 Sand Confirming to Zone Sand for plaster-gradation Sand Equivalent (SE) Saturated submerged mass of sample Msub (m2-m1),kg Saturated surface dry mass of sample Msub (m4-m3),kg Saturated Surface Dry Weight (M2) 1 Saturated Surface Dry Weight (M2) 2 Saturated Surface Dry Weight (M2) 3 Saturated Surface Dry Weight (M2) 4 Saturated Surface Dry Weight (M2) 5 Saturated surface dry wt (Ww) Saturated surface dry wt (Ww)-1 Saturated surface dry wt (Ww)-2 Saturated surface dry wt (Ww)-3 Saturated surface dry wt -1 Saturated surface dry wt -2 Saturated surface dry wt -3 Saturated surface dry wt.of aggregate W1 SBC by C & fi value Scratch Hardness on Mohs Scale Screenings for Water bound macadam sub-base/base(WBM ) Screening-WBM -Gradation 4th Rev Screening-WBM -Gradation 5th Rev Screw holding Power Screw Withdrawal Resistance Test Seive analysis Separation Difference Setting time test Setting time (Min) Settlement Settlement (d ),cm Settlement Increment ?S for loading Settlement Increment ?S for Reloading Settlement of plate at max loading pressure Settlement(0.30max stress) Settlement(0.70max stress) Shear displacement at failure for below normal stress Shear stress for below normal stress Shrinkage Dish No-1 Shrinkage Dish No-2 Shrinkage Dish No-3 Shrinkage Limit Shrinkage Limit -1 Shrinkage Limit -2 Shrinkage Limit -3 Sieve analysis Sieve analysis of Coarse aggregate Sieve analysis of Fine aggregate Sieve size Sieve Size (mm) Silica Silica + Alumina+Ferric Oxide(SiO2+Al2O3+Fe2O3) Silicon ( Si ) Silicon Dioxide ( SiO2) Silicon(%) Silt Silt Content Silt Content by wet sieving method Silver Nitrate consumed by chloride,Z,ml Site visit Site visit (Geotechnical) Site/Surface Prepration Size of Aggregate Size of Beam Size of cover Size of cube (mm)-1 Size of cube 1 Size of cube -1 Size of cube 2 Size of cube -2 Size of cube 3 Size of cube -3 Size of specimen B Size of specimen B-1 Size of specimen B-2 Size of specimen B-3 Size of specimen B-4 Size of specimen B-5 Size of specimen H Size of specimen L Size of specimen L-1 Size of specimen L-2 Size of specimen L-3 Size of specimen L-4 Size of specimen L-5 Size of UPVC Pipe Slab load test Slag Activity Index- Compressive Strength Slump Slump in mm So3 % Soaked Sodium hypochlorite solution Sodium Oxide (Na2O) Softening point ( R&B)°C Soil Classification Soil Permiability Test Soil Resistivity test Solid Content Solubility in Trichloroethylene Sondness By MgSO4 ( 5 Cycle ) Soundness - One cycle Soundness By Autoclave Method Soundness by Le-chateliers Apparatus Soundness By NaSO4 ( 5 Cycle ) Soundness By NaSO4 ( 3 Cycle ) Source of Aggregate Span Span between support Span for ( 150 X 150 ) beam L- 60 Specific gravity Specific Gravity -1 Specific Gravity -2 Specific Gravity -3 Specific gravity and Water absorption Specific Gravity at 25°C Specific Gravity of 10 mm Agg. Specific Gravity of 20 mm Agg. Specific gravity of admixture Specific Gravity of Cement Specific Gravity of Crushed Sand Specific Gravity of Fly Ash Specific Gravity of Flyash Specific Gravity of Natural Sand Specific Gravity of Timber Specific Gravity of Timber/wood Specific gravity(For fine Grained soil) Specific Gravity-10 mm Agg Specific Gravity-20 mm Agg Specific Gravity-Crushed Sand Specific Gravity-Natural Sand Specified Limit Specified limit for foundation settlement Specimen Shape Splitting Tensile Strength Concrete SQRT(D50) SSD wt.of aggregate SSD wt.of sample 1 SSD wt.of sample 2 SSD wt.of sample 3 Stainless Steel Stainless Steel - Grade Confirmation Stains Standard consistancy Standard Consistancy (p) Standard Deviation Standard Dia Standard Pavement Temperature Standard proctor Standard Size of Lump Start time Starting date of test Std deviation (S) Stone Dust Storage Stability Straightness Strain at failure for below cell pressure Strata Verification Stress 1(0.30) Stress 1(0.70) Stress 2(0.30) Stress 2(0.70) Stress at failure for below cell pressure Stripping Value (Coating & stripping) Structural Steel Structure Substrate Material Sulphate As SO3 Sulphate as SO4 Sulphate(as SO3)-GGBS Sulphates-Soil Sulphide sulphur(S)-GGBS Sulphur ( S ) Sulphur Trioxide ( So3) Sulphure Sulphure % Sulphure & Phosphorus Suspended immersed weight -1 Suspended immersed weight -2 Suspended immersed weight -3 Swelling Pressure Swimming Pool Salts Target Blending Target Mean Strength Taste Temp Correction factor (From Table 1) Temp.°C Temperature C Temperature of curing water Temperature of Pavement Tensile Spittting Strength Tensile Splitting strength Tensile Strength(N/sqmm) Tensile Test Tensile Test Specimen Terms and Conditions Test Location Test Number TEST ON RESIDUE: Test Request No Testing on Undistrubed sample-Bulk Density,Shear parameter by Direct Shear test,GSA,With Soil Classification,Shrinkage Limit & Consolidation(Incase of Cohesive soil), Tetracalcium Aluminoferrite (C4AF) Theoretical Diagonal Theoretical Edge length Theoretical length Thickness Thickness 1(mm)-1 Thickness 1(mm)-2 Thickness 1(mm)-3 Thickness 1-1 Thickness 1-2 Thickness 2(mm)-1 Thickness 2(mm)-2 Thickness 2(mm)-3 Thickness 2-1 Thickness 2-2 Thickness at failure 1-1 Thickness at failure 1-2 Thickness at failure 1-3 Thickness at failure 1-4 Thickness at failure 1-5 Thickness at failure 1-6 Thickness at failure 1-7 Thickness at failure 2-1 Thickness at failure 2-2 Thickness at failure 2-3 Thickness at failure 2-4 Thickness at failure 2-5 Thickness at failure 2-6 Thickness at failure 2-7 Thickness of Layer Thickness of Specimen (cm)-1 Thickness of Specimen (cm)-2 Thickness of Specimen (cm)-3 Thickness of Specimen -1 Thickness of Specimen -2 Thickness of Specimen -3 Thickness-1 Thickness-2 Thickness-3 Thickness-4 Thickness-5 Thickness-6 Thickness-7 Thickness-8 Tile Adhesive-Pull out test Time ( micro seconds) Time (1) in sec Time (2 ) in sec Time (seconds) Time for Hard Dry Time in sec Time in sec for sample passing F to G mark mark ( B Bulb) Time in sec for sample passing G to H mark C Bulb) Tin (Sn) Titanium (Ti) Titanium Dioxide+ Inert Filler Total Total Alkali Total Ammonia NH4 Total Bacerial Count Total cement as per selected w/c ratio Total Charge Passed (Coulombs) Total Coliform Bacteria Total Dissolved Solid Total Elongation Total Hardness as CaCO3 Total Nitrogen as N Total Oil & Grease Total Solid Content Total soluble solids Total Soluble Sulphate as So4 Total Suspended Solids Total Viable Count Total volume of extract (V1) Total Weight Total weight of non flaky material,gm Total Weight of sample Total weight of sample passing 0.075mm,gm Total wt of fraction Total wt. of sample passing through thickness gauge taken,gm Total Wt. of sample retained on length gauge Total wt. of sample taken (W1) Total wt. of sample taken (W1) Transportation Transportation to Chakan Transportation to Outside Maharashtra per km Transportation to Patan Transportation to Satara Transportation to Shirwal Transportation within PMC/PCMC Transverse Test (Flexural test) Trial mix observations Trial Pit and sample collection of Sub-base for moisture content Trial Pit and sample collection of Sub-base for moisture contente Trial Pit Excavation (up to 3m depth),including collection of undistrubed soil sample. Triaxial Shear test(UU) Tricalcium Aluminate (C3A) Tricalcium Silicate (C3S) True Pavement Deflection True Slump True Specific Gravity TS/YS Ratio Turbidity Type & brand of cement Type and Brand of Cement Type of Aggregate Type of CBR (Soaked/ Unsoaked) Type of cement Type of Concrete Type of Core Type of Emulsion Type of Flyash Type of Mix Type of pipe Type of Road U.T.L. U.T.S. Ultimate Load (kN) Ultimate Tensile Strength Ultrasonic pulse velocity ( UPV ) Unconfined Comp. Strength Unconfined Comp. Strength - Core Unconfined Comp. strength -1 Unconfined Comp. strength -2 Unconfined Comp. strength -3 Unconfined Comp. strength -4 Unconfined Comp. strength -5 Unconfined Comp. strength of rock Unconfined Compression Strength(UCS) Uncorrected marshall stability-Sample 1 Uncorrected marshall stability-Sample 2 Uncorrected marshall stability-Sample 3 Uncorrected Modulus of subgrade reaction(K Value) Uncorrected Ultrasonic Pulse Velocity(km/sec) Uniaxial Compressive Strength Unloading Reading -1 Unloading Reading -2 Unloading Reading -3 Unloading Reading -4 Unloading Reading -5 Unsoaked V Solid V Total V Voids v) % Fines passing of the test material (Y) v) Crushing Value Vanadium Velocity (km/sec) Verification of design-Workability with strength for 7 & 28 days(3 cube each) Vertical movement of the front legs Vertical Stress VFB VG30 vi) Load taken for 10 % Fines,for the penetration of 20 mm (x) vii) 10 % Fine Value VIM Viscosity at 150 degree C Viscosity by saybolt furol viscometer Viscosity of Bulb-B Viscosity of Bulb-C Viscosity Ratio at 60 degree C Visual result observation Visually Inspected Result-1 Visually Inspected Result-2 Visually Inspected Result-3 Visually Inspected Result-4 Visually Inspected Result-5 VMA void Void Content Void Content (VFB) Void Content (VMA) voids content Volatile Residue (Organic Residue) Volume Volume (cc)-1 Volume (cc)-2 Volume (cc)-3 Volume (B-C) -Sample 2 Volume (B-C) -Sample 3 Volume after removing aliquot(V2) Volume in lit Volume of all in aggregate Volume of Block Volume of block -1 Volume of block -2 Volume of block -3 Volume of cement Volume of chemical Admixture Volume of concrete Volume of core (cc) Volume of core coated with wax Volume of dry soil pat -1 Volume of dry soil pat -2 Volume of dry soil pat -3 Volume of fly ash Volume of mould Volume of NaOH Added in ml(A) Volume of soil in kerosene Volume of soil in water Volume of solution (ml) Volume of Specimen (cc)-1 Volume of Specimen (cc)-2 Volume of Specimen (cc)-3 Volume of Specimen -1 Volume of Specimen -2 Volume of Specimen -3 Volume of water Volume of wax Volume of wet soil pat -2 Volume of wet soil pat -3 Volume of wet soil pat,cc-1(Density of Hg-13.56) Volume-1 Volume-2 Volume-3 Volume-4 Volume-5 Volume-6 Volume-7 Volume-8 Volume-9 Volumne of container,in m3 W/C Ratio W/C Ratio Selected w1,SSD w1,Wt of basket + sample in water ,A1 W2 w2, wt. of sample + sand + bottle w2,wt of basket in water ,A2 W2-W1 W3 w3, water + bottle w3,SSD wt of aggregate in air,B W3-W2 W4 w4, Oven Dry w4,wt of oven dried aggregate in air ,C W4-W1 W5 Wall Thickness at any point Water Water Absorption Water Absorption 1 Water Absorption 2 Water Absorption 3 Water Absorption 4 Water Absorption 5 Water absorption (%) Water absorption and specific gravity Water absorption of 10 mm Agg. (%) Water absorption of 20 mm Agg. (%) Water absorption of Crushed Sand (%) Water absorption of Natural Sand (%) Water Absorption-10 mm Agg Water Absorption-20 mm Agg Water added to fill 1000 ml with sample 1 Water added to fill 1000 ml with sample 2 Water added to fill 1000 ml with sample 3 Water content Water content -2 Water content -3 Water content -4 Water content -5 Water Content,% Water content-1 Water Demand(%) Water Drinking Purpose-11 P-V Water Drinking Purpose-18 P-V Water Permeability Test (WPT) Water resistance test Water resistance test (BWP Grade) Water resistance test (BWR Grade) Water retentively % Water soluble Chlorides ( Cl- ) Water test- Construction purpose Water test- Drinking purpose Water-cement ratio Water-Drinking Purpose S Water-STP Weight weight in g of the bottle with stopper and powder weight in g of the bottle with stopper filled with distilled water at room temperature weight in g of the bottle with stopper, powder and distilled water to fill rest of the bottle at room temperature weight in g of the empty specific gravity bottle with stopper weight of container + Bitumen Weight of container + Bitumen after 5hr heating Weight of oven dry specimen (Wd) Weight of oven dry specimen (Wd) (Seg-1) Weight of oven dry specimen (Wd) (Seg-2) Weight of saturated specimen (Ww) Weight of saturated specimen (Ww) (Seg-1) Weight of saturated specimen (Ww) (Seg-2) Weight of (aggregate Increased weight of filter paper) gms(W3) Weight of 200 pieces Retained on sieve Weight of aggregate after extraction (W2) gms Weight of Ash ( W3-W1) Weight of beaker + residue (A) Weight of beaker + residue (A) Weight of Binder W4 =( W1 - W3) gms. Weight of core in air Weight of core in air coated with wax Weight of core in water coated with wax Weight of Crucible + Residue Weight of crucible + sample weight of crucible and lid = W1 weight of crucible,lid & ash =W3 weight of crucible,lid & sample =W2 Weight of cube 1 Weight of cube 2 Weight of cube 3 Weight of cube 1 Weight of cube 2 Weight of cube 3 Weight of cylinder + sample Weight of dried residue= Weight of empty beaker (C) Weight of empty beaker C weight of empty container Weight of empty crucible Weight of empty crucible Weight of Empty Tray (gm) Weight of filter paper Weight of filter paper after extraction gms Weight of filter paper after filtration with sample,(C) Weight of filter paper after washing with D.W., (B) Weight of fraction passing through thickness gauge Weight of fraction retained on length gauge,gm Weight of Material + Wt of Tray (gm) Weight of mix (W1) gms Weight of porcelein dish + sand +sample = W2 Weight of porcelein dish + sand = W1 Weight of porcelein dish = A Weight of porcelein dish, sand &dried residue=W3 Weight of porcelein Sand = B weight of residue Weight of residue (A- C) Weight of residue after ignition (B) Weight of sample Weight of sample passing 2.36 mm sieve Weight of sample = W2-W1 Weight of sample -1 Weight of sample -4 Weight of sample -5 Weight Of Sample A Weight of sample-1 Weight of sample-2 Weight of sample-3 Weight of Sand B Weight of Sand in Cone (gm) Weight of specimen Weight of Specimen after Abrasion (16 Cycles) Weight of suspended solids (C-B) Weight of wax Weight Per Meter Weight Per Meter-SS Weight Retained Weight Retained,Sieve 0.075mm Weight Retained,Sieve 0.180mm Weight Retained,Sieve 0.425mm Weight Retained,Sieve 0.600mm Weight Retained,Sieve 100mm Weight Retained,Sieve 11.2mm Weight Retained,Sieve 125mm Weight Retained,Sieve 13.2mm Weight Retained,Sieve 2.00mm Weight Retained,Sieve 2.36mm Weight Retained,Sieve 20mm Weight Retained,Sieve 22.4mm Weight Retained,Sieve 26.5mm Weight Retained,Sieve 4.75mm Weight Retained,Sieve 45mm Weight Retained,Sieve 5.6mm Weight Retained,Sieve 50mm Weight Retained,Sieve 53mm Weight Retained,Sieve 63mm Weight Retained,Sieve 75mm Weight Retained,Sieve 9.5mm Weight Retained,Sieve 90mm Weight Retained,Sieve Pan Weight with water weight wt.of sample weight wt.of sample-1 weight wt.of sample-2 weight wt.of sample-3 weight wt.of sample-4 Weight/Meter weigth of ovan dry specimen weigth of ovan dry specimen-1 weigth of ovan dry specimen-2 Welder Qualification- Structural steel Wet Compressive strength Wet Density (kg/lit) Wet Transverse test Wet Weight of sample Width Width 1 Width 1(mm)-1 Width 1(mm)-2 Width 1(mm)-3 Width 1-1 Width 1-2 Width 2 Width 2(mm)-1 Width 2(mm)-2 Width 2(mm)-3 Width 2-1 Width 2-2 Width 3 Width 3-1 Width 3-2 Width 4 Width 5 Width 6 Width 7 Width 8 Width of Specimen (cm)-1 Width of Specimen (cm)-2 Width of Specimen (cm)-3 Width of Specimen-1 Width of Specimen-2 Width of Specimen-3 Width of the foundation (m) Width of Tile Width ofSpecimen (cm)-2 Width ofSpecimen (cm)-3 Wight retained With preparation of marshall mould Without preparation of marshall mould Workability with strength for 7,28 days Wt .of sodium oxalate Wt .of sodium oxalate taken for dilution wt of core + sample (gm) Wt of core 1 Wt of core 2 Wt of core 4 Wt of core 5 Wt of cube - 2 Wt of cube - 3 Wt of cube (kg) 1 Wt of cube 1 Wt of empty core Wt of Insoluble Matter wt of pipetted Bottom sample after 3hr heating[1] wt of pipetted Bottom sample after 3hr heating[2] wt of pipetted top sample after 3hr heating[1] wt of pipetted top sample after 3hr heating[2] Wt of sample (gm) Wt of Sand + Cylinder after pouring (gm) Wt of Sand + Cylinder before pouring (gm) Wt of soil material from hole (gm) Wt. after boiling-1 Wt. after boiling-2 Wt. after boiling-3 Wt. after boiling-4 Wt. after boiling-5 Wt. of 200 pieces Wt. of bottle/wire basket + water + sample W2 Wt. of core -1 Wt. of sample passing 2.36 mm sieve (W2) Wt. of sample retaining on 2.36 mm sieve Wt. of sample retaining on 2.36 mm sieve Wt. of wire basket in water + sample W2 Wt. retained Wt.of 200 piececs Wt.of bottle +water+Sample,gm Wt.of bottle/wire basket+ water W3 Wt.of bottle+water Wt.of residue obtain Wt.of sand after dried W2 Wt.of sand after washed and dried W2 Wt.of water in ml / gm Wt.of wire basket in water W3 Yellowness Index Yield ( Plastic Density) of concrete in kg/cum Yield Load Yield Strength Yield Strength(N/Sqmm) Yield(Plastic densuty) of Concrete in kg/cum Zinc (Zn) Zinc Coating Zinc Coating of barbed wire Zinc Coating of Fencing wire Zinc Coating of galvanized sheet Zone of fine Agg.

Unit

() " (Degree Sec) % (Percent) % FSD (PercentFS) % Rdg (PercentRdg) % RH (Humidity) °C (DegreeCentigrade) °F (Degreefahrenheit) µA (Micro Ampere) µF (microfarads) µg (MicroGram) µH (Microhenries) µL (Micro Leter) µm (Micro Meter) µm/min (Micrometer Per Minute) µs (Micro Second) µS/cm (micro-Siemens per centimeter) µV (MicroVolt) µW (Micro Watt) µΩ (MicroOhm) A (Ampere) arc of sec (Arc of Sec) bar (Bar) Be (Be) cm (Centemeter) cm² (Square centemeter) cm³/h (cubic centimeters per hour) cm³/s (Cubic Centemeter Per Second) count (Count) dB (Decibel) F (Farad) foot (Feet) g (Gram) g/mL (Gram Per Milli Letter) GA (Giga Ampere) gal(UK) (UK Gallons) gal(US) (US Gallons) gf (Gram Forcce) GHz (Giga Hertz) GV (Giga Volt) GW (Giga Watt) GΩ (GigaOhm) h (Hour) H (Henries) HBW 10/3000 (HBW 10/3000) HBW 2.5/187.5 (HBW 2.5/187.5) HBW 5.0/750 (HBW 5.0/750) HR15N (HR15N) HR15T (HR15T) HR30N (HR30N) HR30T (HR30T) HR45N (HR45N) HR45T (HR45T) HRA (HRA) HRB (HRB) HRC (HRC) HRD (HRD) HRE (HRE) HRF (HRF) HRG (HRG) HRH (HRH) HRK (HRK) HRN (HRN) HRT (HRT) HV1 (HV1) HV10 (HV10) HV20 (HV20) HV30 (HV30) HV5 (HV5) Hz (Hertz) Inch (Inch) Inch H2O (Inch water) Inch Hg (Inches of mercury) J (joule) kA (KiloAmpere) kg (Kilo Gram) kg/cm² (kilogram per square centimetre) kg/m³ (Kilogram per cubic metre) kgf (Kilo Gram Force) kgf-cm (kilogram-force centemeter) kgf-m (kilogram-force meter) kg-fmm (kilogram-force mili meter) kgm (Kilo Gram) kH (KiloHenries) kHz (kilohertz) kL (Kilo Leter) km/h (Kilometer per Hour) km/min (Kilometer per Minute) km/s (Kilometer per Second) kN (Kilo Newton) kNM (Kilo Newton Meter) kPa (kilopascal) kt (knot) kV (KiloVolt) kVA (Kilo Voltage Ampere) kW (Kilo Watt) kWh (KWh) kΩ (KiloOhm) L (Liter) L/h (Liters per hour) L/min (Liter Per Minute) L/s (Liter Per Second) lb-ft (Foot Pound) LPM (Liter Per Minute) Lux (LUX) m/h (Meter Per Hour) m/min (Meter Per Minute) m/s (Meter Per Second) m² (Square Meter) m³ (cubic millimeter) m³/h (cubic meter per hour) m³/min (cubic meter per minute) m³/s (cubic meter per second) mA (MiliAmplere) MA (Mega Ampere) mbar (Millibar) mF (millifarad) mg (Mili Gram) mH (Milihenries) MHz (Magahertz) min (Minute) min of arc (Minute of arc) mL (Mili Leter) mm (Mili Meter) mm H2O (millimeter of water) mm/min (Millimeter Per Minute) mm² (square millimeter) mmHg (millimeter of mercury) mmWc (millimeters per water column) MPa (megapascal) mpm (meter per minute) ms (Mili Second) mtr (Meter) mV (MiliVolt) MV (Mega Volt) MW (Mega Watt) mW (Mili Watt) MΩ (MagaOhm) mΩ (MiliOhm) N (Newton) N/mm² (Newton Per Square Mili Meter) nA (NanoAmpere) Ncm (Newton Centemeter) nF (nanofarads) Nm (Newton Meter) ns (Nano Second) nV (NanoVolt) nW (Nano Watt) º (Degree) pA (PicoAmpere) Pa (pascal) pF (picofarads) PH (PH Meter) PPM (Parts Per Milion) PSI (Pounds per square inch) pV (PicoVolt) rad (Radian) RPM (Revolutions per minute) s (Second) Shore A (Shore A) Shore D (Shore D) THz (Terahertz) ton (Ton) TΩ (TeraOhm) V (Volt) VA (Voltage Ampere) W (Watt) wt/m (Weight Per Meter) X (X) ϕ (Power Factor) Ω (Ohm)

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