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Master Instrument Id. No.

Type	Source Measure	Parameter	Direct shear test (UU) %Mn %P %Si 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 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) Size(mm) Standard cleaning agent solution Water absorption & Dry Density Weight of crucible + Residue Weight of residue after HF treatment, W2 (Wt.of Impurities ) % bulking % Carbon % Chance of Corrosion activity Cu-Cu Sulphate Reference Electrode % Coarse graval(80mm-20mm) % Combined Silt or Clay(below 0.075mm) % Compaction % Deflection (mm) % Fines passing of the test material % Fines passing of the test material of 20 mm % S % Silt % 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) %Sulphar 0.075 0.15 0.180 0.2% Proof Stress 0.2% Proof Stress Max 0.2% Proof Stress Min 0.3 0.425 0.5 0.6 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 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 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 3.5 300 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 6.5 600 63 63-50 63-50,mm 6mm Agg 6mm Agg. 7 7 Days comp. Strength 7.5 75 8 8.5 9 9.5 90 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 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 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 Aggregate 10mm Aggregate -20 mm Aggregate -40 mm Aggregate 6 mm Aggregate crushing value Aggregate grading & Proportioning of material Aggregate Impact value Aggregate ten percent fine value Al2O3/Fe2O3 Alkali Aggregate Reactivity Alkali Alkalinity Alkalinity Resistance Test All Physical Tests Aluminium Aluminium (Al ) Aluminium Oxide Al2O3 Ammonium Chloride Solution Angle of Inclination Angle of internal friction 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 Approximate Specified Compressive strength Area Area 1 Area 2 Area 3 Area 4 Area 5 Area of core 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 Flow Average Hardness Number Average Length Average Marshall Stability Average Shrinkage Limit Average strength Average Thickness Average Time ( T ) Average water absorption 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 Length 1 Avg Length 2 Avg Length 3 Avg Length 4 Avg Length 5 Avg percent water absorption Avg Rebound No 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 water absorption 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.Dry weight Avg.Moisture content (%) Avg.screw Withdrawal Resistance (KN) Avg.volume Axial Strain B1 B2 B3 B4 Ball No 1 Ball No 2 Bend Test - Tiles Bend Test at 180 BH No Binder content Bitumen Bitumen Content Blank Burette Reading Blank Reading NH4SCN X Block density of solid block Brand name of admixture Brand of cement Brand of Flyash Breaking load Breath Bulk density of core Bulk density of soil Bulk Density Of Soil - 10 Bulk Density Of Soil - 11 Bulk Density Of Soil - 6 Bulk Density Of Soil - 7 Bulk Density Of Soil - 8 Bulk Density Of Soil - 9 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 specific gravity of bituminous mix Bulk specific gravity -Sample 1 Bulk specific gravity -Sample 2 Bulk specific gravity -Sample 3 Bulking of sand Burette Reading Burette Reading 1 Burette Reading 2 Burette Reading 3 Burette Reading AgNo3 Used 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 Carbonate(CaCO3) Calcium Oxide CaO 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) CaO % Carbon Carbon ( C ) Carbonation Test Casting date of concrete cube CBR (Soaked) CBR (Unsoaked) CBR at 98% dry density Cc Cement Cement content Cement content required Center deflect 1 Center deflect 2 Ceramic / vitrified Tile Change in stress ?s For loading Change in stress ?s For Reloading Characterstic strength chemical Chemical admixture type chemical test Chemical Test ( Grade confirmation test ) AL Chemical Test ( Grade confirmation test ) SS Chlorides Chlorides-Soil Citric acid solution Class of Soil Class of Tile Clay Coarse aggregate Coarse Aggregate for concrete Coarse Aggregate for WBM Coating Thickness Cohesion Cohesion 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 of sample at failure for below cell pressure Compressive Strength Compressive Strength - AAC BLOCK 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 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 Concrete Core-Comp.Strength Concrete member Concrete Mix Design - each trial 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 Consistancy 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 Copper (Cu ) Copper Sulphate Solution core cutting 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 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 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 diameter Correction factor for rubber membrane Correction factor -Sample 1 Correction factor -Sample 2 Correction factor -Sample 3 Couplers test 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 Cross sectional area. 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 Crushing Value Cu cube Cum. Percentage passing Cumulative Percentage Retained Cumulative Weight Retained Date of casting Date of Testing Deflection-1 Deflection-2 Deflection-3 Deflection-4 Degree of Supervision Deleterious Deleterious Material Deleterious materials 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 /mix Density of concrete Density of concrete Density of core Density Of Plywood Density Of Plywood Density of Standard Sand (g/cc) Density of wax Depth Depth of Carbonation (mm) Description Of The Crazing Description Of The Tile Design Assumptions Design Considerations & Design Design Requirements 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 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 Diamention Diamention Analysis Diameter Dicalcium Silicate (C2S) Difference 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) 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) DLBD DLBD of 10 mm Agg. DLBD of 20 mm Agg. DLBD of Crushed Sand DLBD of Natural Sand Drilling of Exploratory bore holes size upto 100 mm dia,conducting Field ,Laboratory tests & submission of report Dry Density -1 Dry Density -2 Dry Density -3 Dry density of soil Dry Density of Soil - 10 Dry Density of Soil - 11 Dry Density of Soil - 6 Dry Density of Soil - 7 Dry Density of Soil - 8 Dry Density of Soil - 9 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 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 at 25 °C (Cm) E-Coli Edge curvature Edge Length -1 Edge Length -2 Effective Diameter Efflorescence Observation Efflorescence test Elongation Elongation at Break Elongation Index Elongation Index Elongation Index - CA 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 bottle 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 Error Along Length Error In Length Error In Width Estimated Comp. Strength (By Relationship Y=1.366X-12.12) Ev1 Ev2 Ev2/Ev1 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 Failuer at Cycle RPM Failure Observed at Cycle Fb1 Fb2 Fe 415 Fe 500 Fe 500 D Fe 550 Ferric Oxide ( Fe2O3) Field CBR Field Density by Core Cutter method Field Density by Sand Replacement method Field Dry Density Field Weight Density 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 Gauge Length Final reading 1 Final reading 2 Final reading in measuring cylinder Final reading in mm Final setting time Final time Final w/c Ratio Final Weight of the sample (B) Fine Agg. - Crushed Sand Fine Agg. - Natural Sand 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) Flakiness and Elongation Flakiness Index,% Flash Point (°C) Flextural strength test of concrete beam Flexural strength -1 Flow Value Sample 1 Flow Value Sample 2 Flow Value Sample 3 Fly ash Fly ash brick mixed design Flyash Flyash % if required Flyash content Force Former Diameter Foundation Size Fraction passing 75 micron sieve Fracture Free Swell Index Free Water Freelime Gauge Length Gauge Length After Fracture Gauge Width Geo: Per borehole upto 10 mtr drilling including field testing,lab testing & report writing GGBS (Ground granulated blast-furnace slag) Glue Adhesion Test Gradation for extracted mix Grade Grade Of Cement Grade of concrete Grade of cover Grade of Pipe Grade Of Steel 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. Grain seive analysis of soil Grain size analysis - Hydrometer method Grain size analysis-Wet Graph of combined blend gypsum gypsum physical test H/D Ratio H1 H2 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 Height Height 1 Height 2 Height 3 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 specimen -Sample 1 Height of specimen -Sample 3 Height of specimen-Sample 2 HNO3 B.R ( Y ) Household Chemicals Humidity 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) Impact Value Imposed Load (kN) Indicative Compressive Strength 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 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 dry sand W1 Initial wt.of sand W1 Inner Dia of pipe Inner Diameter (mm) Inorganic Impurity Inorganic Solids Insoluble Residue ( IR ) Intial dial gauge reading 1 Intial dial gauge reading 2 Intial dial gauge reading 3 Intial dial gauge reading 4 IR % Iron ( 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-Mixed Seal Surfacing JMF-MSS JMF-SDBC JMF-Seal coat Job mix - GSB Job mix - WMM 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 Kinematic viscosity at 135°C Knife Test L1 L2 L3 L4 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 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 Length2 Lime Lime Saturation Factor 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 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 Location Of Fracture 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 Magnesium ( Mg ) Magnesium Oxide MgO Manganese ( Mn ) Marble (Natural Building Stone) 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 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 container & emulsion (W2) Mass of container (W4) 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 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 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 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 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 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 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 Rb No 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) MDD MDD & OMC (Standard) MDD/OMC MDD/OMC (Modified method) Measure depth of specimen at failure Measure width Member Metal Detection Method by Probe direction Method of concrete placing Method of Placing Method of Test Methylene Blue Solution MgO % Min Rb No Miscibility with water Mix Calculations Mix proportions as per Design mix ML of Samlpe Taken 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 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 Mohrs Hardness No. 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 ( Mo ) Mortar - plaster Mortor Mix Design for plaster and brickwork Mould + Sample Mould + Sample -1 Mould + Sample -10 Mould + Sample -11 Mould + Sample -2 Mould + Sample -3 Mould + Sample -4 Mould + Sample -5 Mould + Sample -6 Mould + Sample -7 Mould + Sample -8 Mould + Sample -9 Mould + Sample,-1 Mould 1 Mould 2 Mould 3 Mudulus of rupture Multimeter Reading (mV) Nail holding Power Nail Withdrawal Resistance Test Nail & Screw Holding Power Name of the propeties of mix NaOH B.R (X) Natural Sand NDT by Rebound Hammer Method NDT by Rebound Ultrasinoc pulse velocity Method NDT by UPV & Rebound Hammer Method NDT -Structural Members Net volume of core Net Weight Of Wet Soil Nickel ( Ni ) No of Plies No. of Particals No. of Passing Particals Nominal Dia Normality Of AgNO3 Normality Of EDTA Normality of H2SO4 Normality Of NaOH Number of blows -1 Number of blows -2 Number of blows -3 Number of blows -4 Number Of Test Specimens Number Of Test Specimens Showing Crazing Observation Obsrevations of Trial Mix Odour OMC One bag of cement 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) Outer Dia of pipe Outer Diameter (mm) OUTLIERS REQUIREMENTS 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 Sample 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 pan Parameter Passed at Cycle RPM Passing wt. Pavement block mixed design Penetration at 25 °C ( 1/10 th of mm ) PER BATCH OF 50 KG PER CUM IN KG Percent Passing,% 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 Petrography test - aggregate chemical 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 samples Physical properties of screenings for WBM Physical test of door shutter Pile Integrity test Plan area of paving block Plastic Limit Plastic Limit,% Plasticity index Plate Load Test (DIN method) Plate Load Test (IS method) Plate size Point load strength index Porosity Porosity 1 Porosity 2 Porosity 3 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 Proctor Density 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 Puncture Resistance (N) 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 % Range Ratio Of Alumina & Iron Oxide Reading-1 Reading-2 Reading-3 Rebend Test ReBend Test at 135/157.5 Rebend Test. Rebound Hammer Position Rebound Hammer Test Rebound no 1 Rebound no 10 Rebound no 11 Rebound no 12 Rebound no 13 Rebound no 14 Rebound no 15 Rebound no 16 Rebound no 2 Rebound no 3 Rebound no 4 Rebound no 5 Rebound no 6 Rebound no 7 Rebound no 8 Rebound no 9 Rebound No.11 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 of water for admixture Reference density given Reloading Increment 1 Reloading Increment 2 Reloading Increment 3 Reloading Increment 4 Reloading Increment 5 Reloading Increment 6 Remark Remark for failur type Remark for failure type Required slump Residual Diflection( mm) 1 Residual Diflection( mm) 2 Residual Diflection( mm) 3 Residual Diflection( mm) 4 Residue by evaporation Residue by evaporation Residue on 1.18 mm IS sieve Residue on 45 micron IS sieve (gm) Residue on 600 micron IS Sieve Residue on 600 micron IS Sieve,by mass Resistance to dry heat Resistance to dry heat Resistance to wear Result Result (% chance of corrosion activity Cu-Cu Sulplate Ref. electrode.) Retaintion period if Required River Sand Room Temperature (deg C) Safe Baring Capacity with respect to max. loading applied Sample 1 Sample 2 Sample 3 Sample Code No. Sample Description Sample No Sample preparation 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 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 Scratch Hardness on Mohs Scale Screenings for Water bound macadam sub-base/base(WBM ) Screw holding Power Screw Withdrawal Resistance Test Sea Sand Seive analysis Setting time test Settlement (d ),cm Settlement Increment ?S for loading Settlement Increment ?S for Reloading Settlement of plate at max loading pressure Shade Variation 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) Silt Silt Content Silt Content by wet sieving method Site/Surface Prepration 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 Slab load test Slump So3 % Soaked Sodium hypochlorite solution Sodium Oxide (Na2O) Softening point ( R&B)°C soil Solid Content Sondness By MgSO4 ( 5 Cycle ) Soundness by Le-chateliers Apparatus Soundness By NaSO4 ( 5 Cycle ) Soundness O 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 Flyash Specific Gravity of Natural Sand Specific Gravity of Timber Specific Gravity of Timber/wood Specific gravity(For fine Grained soil) Specified Limit Specified limit for foundation settlement Sr. No 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 proctor Start time Starting date of test Std deviation (S) Steel Chemical test Steel Rod Strain at failure for below cell pressure Strength in Mpa Stress at failure for below cell pressure Stripping Value (Coating & stripping) Structural Steel Sulphate As SO3 Sulphates-Soil Sulphur ( S ) Sulphur Trioxide ( So3) Sulphure Sulphure % Sulphure & Phosphorus Surface Saturated Dry Weight Suspended immersed weight -1 Suspended immersed weight -2 Suspended immersed weight -3 Swimming Pool Salts Taste Temp.°C Temperature C Temperature of curing water Tensile Strength - HDPE Sheet Tensile Test TEST ON RESIDUE: Test Request No 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 Time ( micro seconds) Time (1) in sec Time (2 ) in sec Time (seconds) 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) Tolerable Limit Total Total Alkali Total Bacerial Count Total cement as per selected w/c ratio Total Dissolved Solid Total Elongation Total Hardness as CaCO3 Total soluble solids Total Soluble Sulphate as So4 Total Suspended Solids Total Thickness (With Coating) Total volume of extract (V1) Total Weight Total weight of non flaky material,gm Total Weight of Passing Particals Total Weight of sample Total weight of sample passing 0.075mm,gm Total Weight Retained 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) Total%(S+P) Transportation Transverse Test ( Flxural Test ) Transverse Test (Flexural test) Trial mix observations Triaxial Shear test(UU) Tricalcium Aluminate (C3A) Tricalcium Silicate (C3S) TS/YS Ratio Turbidity 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 U.T.L. U.T.S. Ultimate Load (kN) Ultimate Strength Ultimate Tensile Strength Ultrasonic pulse velocity ( UPV ) Ultrasonic Thickness test - structural member 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 Unit Unloading Reading -1 Unloading Reading -2 Unloading Reading -3 Unloading Reading -4 Unloading Reading -5 Unsoaked v) % Fines passing of the test material (Y) v) Crushing Value vanadium Velocity (km/sec) Vertical Stress VFB VG30 vi) Load taken for 10 % Fines,for the penetration of 20 mm (x) vii) 10 % Fine Value VIM Viscosity by saybolt furol viscometer Viscosity of Bulb-B Viscosity of Bulb-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 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 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 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 W3 w3, water + bottle w3,SSD wt of aggregate in air,B W4 w4, Oven Dry w4,wt of oven dried aggregate in air ,C W5 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 paving block 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 - 10 Water Content - 11 Water Content - 7 Water Content - 8 Water Content - 9 Water content -2 Water content -3 Water content -4 Water content -5 Water content-1 Water Content-6 Water resistance test Water soluble Chlorides ( Cl- ) Water test- Construction purpose Water test- Drinking purpose Water-cement ratio Weight 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 200 pieces Retained on sieve Weight of Ash ( W3-W1) Weight of beaker + residue (A) Weight of beaker + residue (A) Weight of Bucket + Water Weight of Bucket + Water + Sample Weight Of Compacted Soil + Cylinder 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 Cylinder Weight of Empty Tray (gm) Weight of filter paper 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 oven dry block Weight of Passing Particals 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 Pycnometer + Water 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 -10 Weight of Sample -11 Weight of sample -4 Weight of sample -5 Weight of Sample -6 Weight of Sample -7 Weight of Sample -8 Weight of Sample -9 Weight Of Sample A Weight of sample retained on 90 micron sieve (gm) Weight of sample taken (gm) 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 of wet block Weight of wet soil Weight Per Meter Weight Per Meter-SS Weight Retained Weight Retained,Sieve 0.150mm Weight Retained,Sieve 0.300mm Weight Retained,Sieve 0.075mm Weight Retained,Sieve 0.180mm Weight Retained,Sieve 0.425mm Weight Retained,Sieve 0.600mm Weight Retained,Sieve 1.18mm 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 weigth of ovan dry specimen weigth of ovan dry specimen-1 weigth of ovan dry specimen-2 Wet Compressive strength wet Density Wet Density Of Soil 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 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 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 wet soil 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 Yield ( Plastic Density) of concrete in kg/cum Yield Load Yield Strength Zinc (Zn) 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) 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) 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) 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) 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) 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) X (X) ϕ (Power Factor) Ω (Ohm)
Error		K Value	Invalid coverage factor	Uniformality	Stability	Avg Value

Parameter

Direct shear test (UU) %Mn %P %Si 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 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) Size(mm) Standard cleaning agent solution Water absorption & Dry Density Weight of crucible + Residue Weight of residue after HF treatment, W2 (Wt.of Impurities ) % bulking % Carbon % Chance of Corrosion activity Cu-Cu Sulphate Reference Electrode % Coarse graval(80mm-20mm) % Combined Silt or Clay(below 0.075mm) % Compaction % Deflection (mm) % Fines passing of the test material % Fines passing of the test material of 20 mm % S % Silt % 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) %Sulphar 0.075 0.15 0.180 0.2% Proof Stress 0.2% Proof Stress Max 0.2% Proof Stress Min 0.3 0.425 0.5 0.6 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 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 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 3.5 300 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 6.5 600 63 63-50 63-50,mm 6mm Agg 6mm Agg. 7 7 Days comp. Strength 7.5 75 8 8.5 9 9.5 90 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 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 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 Aggregate 10mm Aggregate -20 mm Aggregate -40 mm Aggregate 6 mm Aggregate crushing value Aggregate grading & Proportioning of material Aggregate Impact value Aggregate ten percent fine value Al2O3/Fe2O3 Alkali Aggregate Reactivity Alkali Alkalinity Alkalinity Resistance Test All Physical Tests Aluminium Aluminium (Al ) Aluminium Oxide Al2O3 Ammonium Chloride Solution Angle of Inclination Angle of internal friction 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 Approximate Specified Compressive strength Area Area 1 Area 2 Area 3 Area 4 Area 5 Area of core 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 Flow Average Hardness Number Average Length Average Marshall Stability Average Shrinkage Limit Average strength Average Thickness Average Time ( T ) Average water absorption 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 Length 1 Avg Length 2 Avg Length 3 Avg Length 4 Avg Length 5 Avg percent water absorption Avg Rebound No 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 water absorption 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.Dry weight Avg.Moisture content (%) Avg.screw Withdrawal Resistance (KN) Avg.volume Axial Strain B1 B2 B3 B4 Ball No 1 Ball No 2 Bend Test - Tiles Bend Test at 180 BH No Binder content Bitumen Bitumen Content Blank Burette Reading Blank Reading NH4SCN X Block density of solid block Brand name of admixture Brand of cement Brand of Flyash Breaking load Breath Bulk density of core Bulk density of soil Bulk Density Of Soil - 10 Bulk Density Of Soil - 11 Bulk Density Of Soil - 6 Bulk Density Of Soil - 7 Bulk Density Of Soil - 8 Bulk Density Of Soil - 9 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 specific gravity of bituminous mix Bulk specific gravity -Sample 1 Bulk specific gravity -Sample 2 Bulk specific gravity -Sample 3 Bulking of sand Burette Reading Burette Reading 1 Burette Reading 2 Burette Reading 3 Burette Reading AgNo3 Used 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 Carbonate(CaCO3) Calcium Oxide CaO 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) CaO % Carbon Carbon ( C ) Carbonation Test Casting date of concrete cube CBR (Soaked) CBR (Unsoaked) CBR at 98% dry density Cc Cement Cement content Cement content required Center deflect 1 Center deflect 2 Ceramic / vitrified Tile Change in stress ?s For loading Change in stress ?s For Reloading Characterstic strength chemical Chemical admixture type chemical test Chemical Test ( Grade confirmation test ) AL Chemical Test ( Grade confirmation test ) SS Chlorides Chlorides-Soil Citric acid solution Class of Soil Class of Tile Clay Coarse aggregate Coarse Aggregate for concrete Coarse Aggregate for WBM Coating Thickness Cohesion Cohesion 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 of sample at failure for below cell pressure Compressive Strength Compressive Strength - AAC BLOCK 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 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 Concrete Core-Comp.Strength Concrete member Concrete Mix Design - each trial 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 Consistancy 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 Copper (Cu ) Copper Sulphate Solution core cutting 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 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 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 diameter Correction factor for rubber membrane Correction factor -Sample 1 Correction factor -Sample 2 Correction factor -Sample 3 Couplers test 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 Cross sectional area. 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 Crushing Value Cu cube Cum. Percentage passing Cumulative Percentage Retained Cumulative Weight Retained Date of casting Date of Testing Deflection-1 Deflection-2 Deflection-3 Deflection-4 Degree of Supervision Deleterious Deleterious Material Deleterious materials 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 /mix Density of concrete Density of concrete Density of core Density Of Plywood Density Of Plywood Density of Standard Sand (g/cc) Density of wax Depth Depth of Carbonation (mm) Description Of The Crazing Description Of The Tile Design Assumptions Design Considerations & Design Design Requirements 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 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 Diamention Diamention Analysis Diameter Dicalcium Silicate (C2S) Difference 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) 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) DLBD DLBD of 10 mm Agg. DLBD of 20 mm Agg. DLBD of Crushed Sand DLBD of Natural Sand Drilling of Exploratory bore holes size upto 100 mm dia,conducting Field ,Laboratory tests & submission of report Dry Density -1 Dry Density -2 Dry Density -3 Dry density of soil Dry Density of Soil - 10 Dry Density of Soil - 11 Dry Density of Soil - 6 Dry Density of Soil - 7 Dry Density of Soil - 8 Dry Density of Soil - 9 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 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 at 25 °C (Cm) E-Coli Edge curvature Edge Length -1 Edge Length -2 Effective Diameter Efflorescence Observation Efflorescence test Elongation Elongation at Break Elongation Index Elongation Index Elongation Index - CA 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 bottle 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 Error Along Length Error In Length Error In Width Estimated Comp. Strength (By Relationship Y=1.366X-12.12) Ev1 Ev2 Ev2/Ev1 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 Failuer at Cycle RPM Failure Observed at Cycle Fb1 Fb2 Fe 415 Fe 500 Fe 500 D Fe 550 Ferric Oxide ( Fe2O3) Field CBR Field Density by Core Cutter method Field Density by Sand Replacement method Field Dry Density Field Weight Density 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 Gauge Length Final reading 1 Final reading 2 Final reading in measuring cylinder Final reading in mm Final setting time Final time Final w/c Ratio Final Weight of the sample (B) Fine Agg. - Crushed Sand Fine Agg. - Natural Sand 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) Flakiness and Elongation Flakiness Index,% Flash Point (°C) Flextural strength test of concrete beam Flexural strength -1 Flow Value Sample 1 Flow Value Sample 2 Flow Value Sample 3 Fly ash Fly ash brick mixed design Flyash Flyash % if required Flyash content Force Former Diameter Foundation Size Fraction passing 75 micron sieve Fracture Free Swell Index Free Water Freelime Gauge Length Gauge Length After Fracture Gauge Width Geo: Per borehole upto 10 mtr drilling including field testing,lab testing & report writing GGBS (Ground granulated blast-furnace slag) Glue Adhesion Test Gradation for extracted mix Grade Grade Of Cement Grade of concrete Grade of cover Grade of Pipe Grade Of Steel 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. Grain seive analysis of soil Grain size analysis - Hydrometer method Grain size analysis-Wet Graph of combined blend gypsum gypsum physical test H/D Ratio H1 H2 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 Height Height 1 Height 2 Height 3 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 specimen -Sample 1 Height of specimen -Sample 3 Height of specimen-Sample 2 HNO3 B.R ( Y ) Household Chemicals Humidity 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) Impact Value Imposed Load (kN) Indicative Compressive Strength 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 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 dry sand W1 Initial wt.of sand W1 Inner Dia of pipe Inner Diameter (mm) Inorganic Impurity Inorganic Solids Insoluble Residue ( IR ) Intial dial gauge reading 1 Intial dial gauge reading 2 Intial dial gauge reading 3 Intial dial gauge reading 4 IR % Iron ( 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-Mixed Seal Surfacing JMF-MSS JMF-SDBC JMF-Seal coat Job mix - GSB Job mix - WMM 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 Kinematic viscosity at 135°C Knife Test L1 L2 L3 L4 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 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 Length2 Lime Lime Saturation Factor 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 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 Location Of Fracture 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 Magnesium ( Mg ) Magnesium Oxide MgO Manganese ( Mn ) Marble (Natural Building Stone) 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 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 container & emulsion (W2) Mass of container (W4) 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 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 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 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 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 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 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 Rb No 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) MDD MDD & OMC (Standard) MDD/OMC MDD/OMC (Modified method) Measure depth of specimen at failure Measure width Member Metal Detection Method by Probe direction Method of concrete placing Method of Placing Method of Test Methylene Blue Solution MgO % Min Rb No Miscibility with water Mix Calculations Mix proportions as per Design mix ML of Samlpe Taken 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 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 Mohrs Hardness No. 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 ( Mo ) Mortar - plaster Mortor Mix Design for plaster and brickwork Mould + Sample Mould + Sample -1 Mould + Sample -10 Mould + Sample -11 Mould + Sample -2 Mould + Sample -3 Mould + Sample -4 Mould + Sample -5 Mould + Sample -6 Mould + Sample -7 Mould + Sample -8 Mould + Sample -9 Mould + Sample,-1 Mould 1 Mould 2 Mould 3 Mudulus of rupture Multimeter Reading (mV) Nail holding Power Nail Withdrawal Resistance Test Nail & Screw Holding Power Name of the propeties of mix NaOH B.R (X) Natural Sand NDT by Rebound Hammer Method NDT by Rebound Ultrasinoc pulse velocity Method NDT by UPV & Rebound Hammer Method NDT -Structural Members Net volume of core Net Weight Of Wet Soil Nickel ( Ni ) No of Plies No. of Particals No. of Passing Particals Nominal Dia Normality Of AgNO3 Normality Of EDTA Normality of H2SO4 Normality Of NaOH Number of blows -1 Number of blows -2 Number of blows -3 Number of blows -4 Number Of Test Specimens Number Of Test Specimens Showing Crazing Observation Obsrevations of Trial Mix Odour OMC One bag of cement 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) Outer Dia of pipe Outer Diameter (mm) OUTLIERS REQUIREMENTS 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 Sample 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 pan Parameter Passed at Cycle RPM Passing wt. Pavement block mixed design Penetration at 25 °C ( 1/10 th of mm ) PER BATCH OF 50 KG PER CUM IN KG Percent Passing,% 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 Petrography test - aggregate chemical 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 samples Physical properties of screenings for WBM Physical test of door shutter Pile Integrity test Plan area of paving block Plastic Limit Plastic Limit,% Plasticity index Plate Load Test (DIN method) Plate Load Test (IS method) Plate size Point load strength index Porosity Porosity 1 Porosity 2 Porosity 3 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 Proctor Density 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 Puncture Resistance (N) 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 % Range Ratio Of Alumina & Iron Oxide Reading-1 Reading-2 Reading-3 Rebend Test ReBend Test at 135/157.5 Rebend Test. Rebound Hammer Position Rebound Hammer Test Rebound no 1 Rebound no 10 Rebound no 11 Rebound no 12 Rebound no 13 Rebound no 14 Rebound no 15 Rebound no 16 Rebound no 2 Rebound no 3 Rebound no 4 Rebound no 5 Rebound no 6 Rebound no 7 Rebound no 8 Rebound no 9 Rebound No.11 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 of water for admixture Reference density given Reloading Increment 1 Reloading Increment 2 Reloading Increment 3 Reloading Increment 4 Reloading Increment 5 Reloading Increment 6 Remark Remark for failur type Remark for failure type Required slump Residual Diflection( mm) 1 Residual Diflection( mm) 2 Residual Diflection( mm) 3 Residual Diflection( mm) 4 Residue by evaporation Residue by evaporation Residue on 1.18 mm IS sieve Residue on 45 micron IS sieve (gm) Residue on 600 micron IS Sieve Residue on 600 micron IS Sieve,by mass Resistance to dry heat Resistance to dry heat Resistance to wear Result Result (% chance of corrosion activity Cu-Cu Sulplate Ref. electrode.) Retaintion period if Required River Sand Room Temperature (deg C) Safe Baring Capacity with respect to max. loading applied Sample 1 Sample 2 Sample 3 Sample Code No. Sample Description Sample No Sample preparation 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 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 Scratch Hardness on Mohs Scale Screenings for Water bound macadam sub-base/base(WBM ) Screw holding Power Screw Withdrawal Resistance Test Sea Sand Seive analysis Setting time test Settlement (d ),cm Settlement Increment ?S for loading Settlement Increment ?S for Reloading Settlement of plate at max loading pressure Shade Variation 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) Silt Silt Content Silt Content by wet sieving method Site/Surface Prepration 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 Slab load test Slump So3 % Soaked Sodium hypochlorite solution Sodium Oxide (Na2O) Softening point ( R&B)°C soil Solid Content Sondness By MgSO4 ( 5 Cycle ) Soundness by Le-chateliers Apparatus Soundness By NaSO4 ( 5 Cycle ) Soundness O 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 Flyash Specific Gravity of Natural Sand Specific Gravity of Timber Specific Gravity of Timber/wood Specific gravity(For fine Grained soil) Specified Limit Specified limit for foundation settlement Sr. No 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 proctor Start time Starting date of test Std deviation (S) Steel Chemical test Steel Rod Strain at failure for below cell pressure Strength in Mpa Stress at failure for below cell pressure Stripping Value (Coating & stripping) Structural Steel Sulphate As SO3 Sulphates-Soil Sulphur ( S ) Sulphur Trioxide ( So3) Sulphure Sulphure % Sulphure & Phosphorus Surface Saturated Dry Weight Suspended immersed weight -1 Suspended immersed weight -2 Suspended immersed weight -3 Swimming Pool Salts Taste Temp.°C Temperature C Temperature of curing water Tensile Strength - HDPE Sheet Tensile Test TEST ON RESIDUE: Test Request No 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 Time ( micro seconds) Time (1) in sec Time (2 ) in sec Time (seconds) 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) Tolerable Limit Total Total Alkali Total Bacerial Count Total cement as per selected w/c ratio Total Dissolved Solid Total Elongation Total Hardness as CaCO3 Total soluble solids Total Soluble Sulphate as So4 Total Suspended Solids Total Thickness (With Coating) Total volume of extract (V1) Total Weight Total weight of non flaky material,gm Total Weight of Passing Particals Total Weight of sample Total weight of sample passing 0.075mm,gm Total Weight Retained 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) Total%(S+P) Transportation Transverse Test ( Flxural Test ) Transverse Test (Flexural test) Trial mix observations Triaxial Shear test(UU) Tricalcium Aluminate (C3A) Tricalcium Silicate (C3S) TS/YS Ratio Turbidity 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 U.T.L. U.T.S. Ultimate Load (kN) Ultimate Strength Ultimate Tensile Strength Ultrasonic pulse velocity ( UPV ) Ultrasonic Thickness test - structural member 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 Unit Unloading Reading -1 Unloading Reading -2 Unloading Reading -3 Unloading Reading -4 Unloading Reading -5 Unsoaked v) % Fines passing of the test material (Y) v) Crushing Value vanadium Velocity (km/sec) Vertical Stress VFB VG30 vi) Load taken for 10 % Fines,for the penetration of 20 mm (x) vii) 10 % Fine Value VIM Viscosity by saybolt furol viscometer Viscosity of Bulb-B Viscosity of Bulb-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 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 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 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 W3 w3, water + bottle w3,SSD wt of aggregate in air,B W4 w4, Oven Dry w4,wt of oven dried aggregate in air ,C W5 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 paving block 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 - 10 Water Content - 11 Water Content - 7 Water Content - 8 Water Content - 9 Water content -2 Water content -3 Water content -4 Water content -5 Water content-1 Water Content-6 Water resistance test Water soluble Chlorides ( Cl- ) Water test- Construction purpose Water test- Drinking purpose Water-cement ratio Weight 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 200 pieces Retained on sieve Weight of Ash ( W3-W1) Weight of beaker + residue (A) Weight of beaker + residue (A) Weight of Bucket + Water Weight of Bucket + Water + Sample Weight Of Compacted Soil + Cylinder 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 Cylinder Weight of Empty Tray (gm) Weight of filter paper 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 oven dry block Weight of Passing Particals 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 Pycnometer + Water 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 -10 Weight of Sample -11 Weight of sample -4 Weight of sample -5 Weight of Sample -6 Weight of Sample -7 Weight of Sample -8 Weight of Sample -9 Weight Of Sample A Weight of sample retained on 90 micron sieve (gm) Weight of sample taken (gm) 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 of wet block Weight of wet soil Weight Per Meter Weight Per Meter-SS Weight Retained Weight Retained,Sieve 0.150mm Weight Retained,Sieve 0.300mm Weight Retained,Sieve 0.075mm Weight Retained,Sieve 0.180mm Weight Retained,Sieve 0.425mm Weight Retained,Sieve 0.600mm Weight Retained,Sieve 1.18mm 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 weigth of ovan dry specimen weigth of ovan dry specimen-1 weigth of ovan dry specimen-2 Wet Compressive strength wet Density Wet Density Of Soil 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 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 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 wet soil 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 Yield ( Plastic Density) of concrete in kg/cum Yield Load Yield Strength Zinc (Zn) 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) X (X) ϕ (Power Factor) Ω (Ohm)

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