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Manage Testing Parameters
Test
180° Bend Test.
IS
IS 1786:2008
Procedure
Steel/TP/01
Time Req. To Test(Min.)
60.00
Row
×
Manage Validation And IS Details
Add New Vaidation Rule
Add Grade which are not applicable to this parameter
Save
×
Manage Reference Details & Dependent Tests
Parameter Name:
Select Dependent Tests
Validate with Grade
Validate With Age
Validate with Diameter
NABL Scope From
NABL Scope To
Min. Qty.
Complaince Based On Average
Yes
No
Compliance Statement For NA
Compliance Statement For Pass
Compliance Statement For Failure
Save
Add
×
Select Parameter
Direct shear test (UU)
Accelerated Compressive strength -1
Accelerated Compressive strength -3
Aggregate Impact Value(AIV)
Aggregate Impact Value(AIV),%
At 250 C
At 25deg celsius
At 50deg celsius
Avg.Thickness (mm)-1
Avg.Thickness (mm)-2
Avg.Thickness (mm)-3
Comperssive strength of paving block
dry density
Increased weight of filter paper after extraction gms
Loss in weight
Material Finer than 75 Micron
Max Crushing load -1
Max Crushing load -2
Max Crushing load -3
Potassium Permanganate Solution
removing aliquot(V2)
Soft Aggregate Impact Value(AIV),%
Standard cleaning agent solution
Viscosity Ratio at 60°C
Water absorption & Dry Density
Weight of aggregate after extraction (W2) gms
Weight of crucible + Residue
Weight of residue after HF treatment, W2 (Wt.of Impurities )
% bulking
% Chance of Corrosion activity Cu-Cu Sulphate Reference Electrode
% Coarse graval(80mm-20mm)
% Combined Silt or Clay(below 0.075mm)
% Compaction
% Compaction - Extra point
% Deflection (mm)
% Fines passing of the test material
% Fines passing of the test material of 20 mm
% Silt
% Solubility
% wt. of 200 pieces to the total weight of sample
%Clay
%Coarse Sand (4.75mm-2mm)
%Fine graval (20mm-4.75mm)
%Fine Sand content (0.425mm-0.075mm)
%Medium sand (2mm-0.425mm)
(DW^0.75)(D^0.5)
(FOR LUMP ) DW^0.75
.Cement-All Physical
0.02N H2SO4 required to netralize 100 ml of water
0.02N NaOH required to neutralize 100 ml of water
0.075
0.15
0.180
0.2% Proof Load (kN)
0.2% Proof Stress
0.2% Proof Stress Max
0.2% Proof Stress Min
0.212
0.3
0.425
0.5
0.6
0.850
1
1) Max. load in Kn…28 days
1) Max. load in Kn…3 days
1) Max. load in Kn…7 days
1.18
1.5
10
10 % Fine Value
10 mm
10 mm Agg.
10.5
10-6.3
10-6.3,mm
10mm Agg.
11
11.2
11.5
12
12.5
12.5-10
12.5-10,mm
125
13.2
150
16
16-12.5
16-12.5,mm
180
19
2
2) Max. load in Kn…28 days
2) Max. load in Kn…3 days
2) Max. load in Kn…7 days
2.36
2.5
2.8
20
20 mm
20 mm Agg.
20-16
20-16,mm
20mm Agg.
22.4
25
25-20
25-20,mm
26.5
28 Days comp. Strength
2P
3
3 days comp. Strength
3) Max. load in Kn…28days
3) Max. load in Kn…3 days
3) Max. load in Kn…7 days
3) Weight of crucible + sample
3.35
3.5
300
31.5 mm
31.5-25
31.5-25,mm
37.5
4
4.5
4.75
40
40-31.5
40-31.5,mm
40mm Agg
45
5
5) Weight of residue after HF treatment, W2 (Wt.of Impurities )
5.5
5.6
50-40
50-40,mm
53
6
6.3
6.5
60 mm Agg.
600
63
63-50
63-50,mm
6mm Agg
6mm Agg.
7
7 Days comp. Strength
7.5
75
8
8.5
80
9
9.5
90
A-B in ml
Abrasion Resistance
Abrasion Value
Absolute viscosity at 60°C(Poise)
acc
Accelerated Compressive strength (N/mm2)-1
Accelerated Compressive strength -2
Accelrated comp. Strength
Acidity
Acidity Resistance Test
Acidity and Alkalinity Resistance Test
Acids
Actual
Actual Pavement Deflection
Actual wt with moisture while testing -1
Actual wt with moisture while testing -10
Actual wt with moisture while testing -11
Actual wt with moisture while testing -12
Actual wt with moisture while testing -13
Actual wt with moisture while testing -14
Actual wt with moisture while testing -15
Actual wt with moisture while testing -16
Actual wt with moisture while testing -17
Actual wt with moisture while testing -18
Actual wt with moisture while testing -19
Actual wt with moisture while testing -2
Actual wt with moisture while testing -20
Actual wt with moisture while testing -21
Actual wt with moisture while testing -22
Actual wt with moisture while testing -23
Actual wt with moisture while testing -24
Actual wt with moisture while testing -25
Actual wt with moisture while testing -26
Actual wt with moisture while testing -27
Actual wt with moisture while testing -28
Actual wt with moisture while testing -29
Actual wt with moisture while testing -3
Actual wt with moisture while testing -30
Actual wt with moisture while testing -31
Actual wt with moisture while testing -32
Actual wt with moisture while testing -33
Actual wt with moisture while testing -34
Actual wt with moisture while testing -35
Actual wt with moisture while testing -36
Actual wt with moisture while testing -4
Actual wt with moisture while testing -5
Actual wt with moisture while testing -6
Actual wt with moisture while testing -7
Actual wt with moisture while testing -8
Actual wt with moisture while testing -9
Adhesion of Piles
Adhesion of Plies
Adjusted Sp Gravity for mositure content-1
Adjusted Sp Gravity for mositure content-2
Adjusted Sp Gravity for mositure content-3
Adjusted Specific gravity
Adjusted Specific Gravity for moisture content -1
Adjusted Specific Gravity for moisture content -2
Adjusted Specific Gravity for moisture content -3
Adjusted Specific Gravity for mositure content-1
Adjusted Specific Gravity for mositure content-2
Adjusted Specific Gravity for mositure content-3
Admixture
Admixture % (by wt of total cementious)
Age in day
Age of concrete (days)
Aggregate 10mm
Aggregate -20 mm
Aggregate -40 mm
Aggregate 6 mm
Aggregate Chemical - Petrography test
Aggregate crushing value
Aggregate grading & Proportioning of material
Aggregate Impact value
Aggregate ten percent fine value
Aggregate-Petrography Analysis
Al2O3/Fe2O3
Alkali Aggregate Reactivity
Alkali
Alkalinity
Alkalinity Resistance Test
All Chemical test
All chemical tests
All physical tests
Alumin
Alumina
Alumininum thickness
Aluminium
Aluminium (Al )
Aluminium Oxide Al2O3
Aluminium Thickness Test
Ammonium Chloride Solution
Anchorage bar embedded depth(mm)
Angle of Inclination
Angle of internal friction
Apparatus Constant K
Apparent Compressive Strength -1
Apparent Compressive Strength -2
Apparent Compressive Strength -3
Apparent Compressive Strength -4
Apparent Compressive Strength -5
Apparent Compressive Strength -6
Apparent Compressive Strength -7
Apparent Compressive Strength -8
Apparent Pavement Deflection
Apparent Porosity
Apparent specific gravity
Appearance
Applied Pressure(bar)
Approximate Specified Compressive strength
Area
Area 1
Area 2
Area 3
Area 4
Area 5
Area of core
Area of Plate(cm2)
Area of the bearing face of the specimen1
Area of the bearing face of the specimen2
Area of the bearing face of the specimen3
Area of the bearing face of the specimen4
Area of the bearing face of the specimen5
Area of the bearing specimen
Ash Content
Ash Content %
Avd, residue by evaporation
Average Blank Burette Reading
Average Bulk Density
Average Bulk Specific gravity
Average Burette Reading
Average Corrected Marshall Stability ( rounded upto 50 N )
Average Diameter of surrounding wire (mm)
Average Flow
Average Hardness Number
Average Length
Average Marshall Stability
Average Shrinkage Limit
Average strength
Average Thickness
Average Time ( T )
Average Unconfined Comp. Strength
Average Weight of oven dry specimen (Wd)
Average Weight of saturated specimen (Ww)
Average Width
Avg Acceltd. Comp strength
Avg Acceltd. Comp strength (N/mm2)
Avg BR Y
Avg Corrected Bulk Specific Gravity At 25degree C
Avg Dia of Core (cm)
Avg dia of surrounding wire
Avg Length 1
Avg Length 2
Avg Length 3
Avg Length 4
Avg Length 5
Avg percent water absorption
Avg Rebound No
Avg settlement (mm)-First Loading-0
Avg settlement (mm)-First Loading-1
Avg settlement (mm)-First Loading-2
Avg settlement (mm)-First Loading-3
Avg settlement (mm)-First Loading-4
Avg settlement (mm)-First Loading-5
Avg settlement (mm)-First Loading-6
Avg settlement (mm)-First Loading-7
Avg settlement (mm)-Reloading Loading-11
Avg settlement (mm)-Reloading Loading-12
Avg settlement (mm)-Reloading Loading-13
Avg settlement (mm)-Reloading Loading-14
Avg settlement (mm)-Reloading Loading-15
Avg settlement (mm)-Reloading Loading-16
Avg settlement (mm)-Unloading Loading-10
Avg settlement (mm)-Unloading Loading-8
Avg settlement (mm)-Unloading Loading-9
Avg settlement for first unloading 1
Avg settlement for first unloading 2
Avg settlement for first unloading 3
Avg settlement for first unloading 4
Avg settlement for first unloading 5
Avg settlement for loading 1
Avg settlement for loading 2
Avg settlement for loading 3
Avg settlement for loading 4
Avg settlement for loading 5
Avg settlement for loading 6
Avg settlement for Reloading 1
Avg settlement for Reloading 2
Avg settlement for Reloading 3
Avg settlement for Reloading 4
Avg settlement for Reloading 5
Avg settlement for Reloading 6
Avg settlement for Second unloading 1
Avg settlement for Second unloading 2
Avg settlement for Second unloading 3
Avg settlement for Second unloading 4
Avg settlement for Second unloading 5
Avg settlement for unloading 1
Avg settlement for unloading 2
Avg settlement for unloading 3
Avg settlement for unloading 4
Avg settlement for unloading 5
Avg specific garvity
Avg volume
Avg Width1
Avg Width2
Avg Width3
Avg Width4
Avg Width5
Avg, residue by evaporation
Avg,Width (mm)-1
Avg,Width (mm)-2
Avg,Width (mm)-3
Avg. Adjusted Sp Gravity
Avg. Adjusted Specific Gravity -3
Avg. Center curvature
Avg. Compressive strength
Avg. Compressive strength of paving block
Avg. Compressive strength-1
Avg. Compressive strength-10
Avg. Compressive strength-11
Avg. Compressive strength-12
Avg. Compressive strength-2
Avg. Compressive strength-3
Avg. Compressive strength-4
Avg. Compressive strength-5
Avg. Compressive strength-6
Avg. Compressive strength-7
Avg. Compressive strength-8
Avg. Compressive strength-9
Avg. Corrected comp. Strength
Avg. dia of core
Avg. Dry Density
Avg. Edge curvature
Avg. height
Avg. height of core
Avg. Length
Avg. Length (mm)-1
Avg. Length (mm)-2
Avg. Length (mm)-3
Avg. Load
Avg. Modulus of Rupture
Avg. Moisture content
Avg. Moisture content (%)
Avg. Nail Withdrawal Resistance (KN)
Avg. Porosity
Avg. Thickness
Avg. Thickness-1
Avg. Thickness-2
Avg. Thickness-3
Avg. Thickness-4
Avg. Thickness-5
Avg. Thickness-7
Avg. Water Absorption
Avg. Width
Avg.Deflection
Avg.Density (g/cc)
Avg.diameter of surrounding wire(mm)
Avg.Dry weight
Avg.Moisture content (%)
Avg.screw Withdrawal Resistance (KN)
Avg.volume
Axial Strain
B1
B2
B3
B4
Ball No 1
Ball No 2
Below 0.180 mm/Pan
Bend Test
Bend Test at 180
Benkelman beam
Benkelman beam deflection
BH No
Binder content
Binder content = (W4 / W1) X 100
Binding Wire-Ductility
Biochemical Oxygen Demand at 27oC for 3 days
Bitumen
Bitumen Content
Bituminous core cutting
BJM-Physical Properties
Blank Burette Reading
Blank Reading NH4SCN X
Block density of solid block
BLOCK JOINTING MORTAR
Bond Area
Bonding Material
Boran-B%
Boreholes for Soil Investigation
Brand name of admixture
Brand name of the admixture
Brand of cement
Brand of Fly Ash
Brand of Flyash
Breaking load
Breaking Strength(kN)
Breaking Strength(N)
Breath
Brinell Hardness Test
Bulk Density
Bulk density of core
Bulk density of soil
Bulk Density of soil (g/cc)
Bulk density of soil -1
Bulk density of soil -3
Bulk density of soil -4
Bulk density of soil -5
Bulk density of soil-2
Bulk Density(Rodded)
Bulk Specific Gravity & Density of Bituminous core
Bulk Specific Gravity of Bituminous core
Bulk specific gravity of bituminous mix
Bulk specific gravity -Sample 1
Bulk specific gravity -Sample 2
Bulk specific gravity -Sample 3
Bulk Volume of sample V = (Msat-Msub)/qw.m3
Bulking of sand
Burette Reading
Burette Reading 1
Burette Reading 2
Burette Reading 3
Burette Reading AgNo3 Used
Burrete Reading of 0.1 N NH4SCN (ml)
C/s Area of the cement cube
C/s Area of core
C/s Area of core 1
C/s Area of core 2
C/s Area of core 3
C/s Area of core 4
C/s Area of core 5
Calcium as Ca
Calcium Carbonate(CaCO3)
Calcium Oxide CaO
Calcium Sulphate dihydrate (CaSO4.2H2O)
Calibration constant of Viscometer -B-Bulb ( Poise/sec)
Calibration constant of Viscometer -C-Bulb ( Poise/sec)
Calibration constant of viscometer cSt
Calibration constant of viscometer-B-Bulb(Poise/sec)
Calibration constant of viscometer-C-Bulb(Poise/sec)
Calibration factor of proving ring (kN)
Calibration factor of proving ring(kN)
California Bearing Ratio (CBR)
Calyex Drilling 100/75mm (NX Size) bore holes above 10 meter in Rock
Calyex Drilling 100/75mm (NX Size) bore holes above 10 meter in Soil
Calyex Drilling 100/75mm (NX Size) bore holes in rock,respectively upto 5.0 meter depth Collection of rock & water including storing transporting samples to the laboratory
Calyex Drilling 100/75mm (NX Size) bore holes in soil/rock,respectively upto 10 meter depth ,conducting SPT in soil as per specification.Collection of soil including storing transporting samples to the laboratory
Calyex Drilling 100/75mm (NX Size) bore holes in soil/rock,respectively upto 10 meter in soil or 5 meter in rock depth ,conducting SPT in soil as per specification.Collection of soil,rock & water including storing transporting samples to the laboratory
CaO %
Carbon
Carbon ( C )
Carbon Equivalent
Carbonation Test
Casting & Compressive strength of Ready Mix Mortor
Casting date of concrete cube
CA-WBM -Gradation
CA-WBM -Gradation 4th Rev
CBR (Soaked)
CBR (Unsoaked)
CBR at 98% dry density
Cc
Cement
Cement Chemical test
Cement Concrete Pavement (PQC)-Gradation
Cement content
Cement content required
Center deflect 1
Center deflect 2
Ceramic / vitrified Tile
CF Factor
Chainage of test location
Change in Settlement
Change in Softening Points
Change in stress ?s For loading
Change in stress ?s For Reloading
Characteristic Deflection
Characterstic strength
Chemical admixture type
Chemical Composition
Chemical Oxygen Demand
Chemical Test
Chemical Test ( Grade confirmation test ) AL
Chemical Test ( Grade confirmation test ) SS
Chemical Testing-Soil(PH,Chloride & Sulphate)
Chemical Testing-Water (PH,Chloride & Sulphate)
Chloride as Cl
Chloride content-GGBS
Chloride Ion Penetrability
Chlorides
Chlorides-Soil
Chromium
Citric acid solution
Class of Soil
Clay
Clay Lumps
Coarse aggregate
Coarse Aggregate for concrete
Coarse Aggregate for WBM
Coating Thickness
Co-efficient of Curvature Cc
Co-efficient of Uniformity Cu
Cohesion
Cohesion
Coliform
Color
Colour
Combined Blend Passing
Combined Blending of 20 mm & 10 mm Agg.
Combined Blending of N Sand & C Sand
Combined FI & EI
Combined Grading of 20,10,6,C.Sand,Filler
Combined Oxide (R2O3)
Comp. Strength 1
Comp. Strength 2
Comp. Strength 3
Compaction ( %)
Comperssive strength -1
Comperssive strength of CLC block
Completion date of test
Compression Index(Cc)
Compression of sample at failure for below cell pressure
Compression Ratio (CR)
Compressive strenght - Concrete cylinder
Compressive Strength
Compressive strength - 1day
Compressive strength (5 cube each) 1 & 7 days
Compressive strength (N/mm2)-1
Compressive strength -2
Compressive strength -3
Compressive strength -4
Compressive strength -5
Compressive strength -6
Compressive strength -7
Compressive strength -8
Compressive strength at 7 days as percent of control sample
Compressive Strength -Mortar Cube
Compressive strength of Bricks
Compressive strength of Bricks 1
Compressive strength of Bricks 2
Compressive strength of Bricks 3
Compressive strength of Bricks 4
Compressive strength of Bricks 5
Compressive strength of Concrete cube by Accelerated method
Compressive strength of solid block
Compressive Strength-2 Cubes
Compressive strength-28 days
Compressive Strength-3 Cubes
Compressive strength-3 days
Compressive Strength-3 No sample
Compressive strength-7 days
concrete core cutting
Concrete Cube Cupon-99 cubes
Concrete member
Concrete mix Design Self Compacting
Concrete mixed design
Concrete mixed design - Accelrated method
Concrete mixed design - Conventional method
Concrete mixed design - Pump able with Accelrated
Concrete mixed design - Pumpable
Concrete mixed design - Self compacting
Concrete mixed design Material testing
Concrete Quality Grading
Condition of test Surface(Soaked/Unsoaked)
Conducting following test on soil and rock -Sieve Analysis,LL,PL,FSI & Water Absorption,Density UCS ,Point Load Test
Consistancy
Consistency by slump test
Consolidation Test
Constant Oven dry wt .(Wd) -1
Constant Oven dry wt .(Wd) -2
Constant Oven dry wt .(Wd) -3
Constant oven dry wt-1
Constant oven dry wt-2
Constant oven dry wt-3
Container No
Container Number
Container Number -1
Container Number -2
Container Number -3
Container Number -4
Container Number -5
Container+ wet Soil-1
Container+ wet Soil-2
Container+ wet Soil-3
Container+ wet Soil-4
Container+ wet Soil-5
Container+Dry Soil-1
Container+Dry Soil-2
Container+Dry Soil-3
Container+Dry Soil-4
Container+Dry Soil-5
Convetinal Concrete Mix Design (Based on Accelrated curing method)
Copper (Cu )
Copper Sulphate Solution
Core Boxes Charges for keeping Soil/Rock Samples
Core No
Corrected Area
Corrected area for below normal stress
Corrected CBR at 2.5 mm
Corrected CBR at 5.0 mm
Corrected comp. Strength 1
Corrected comp. Strength 2
Corrected comp. Strength 3
Corrected Compressive Strength
Corrected compressive strength -1
Corrected compressive strength -2
Corrected compressive strength -3
Corrected compressive strength -4
Corrected compressive strength -5
Corrected compressive strength -6
Corrected compressive strength -7
Corrected compressive strength -8
Corrected F.I.
Corrected Marshall stability -Sample 1
Corrected Marshall stability -Sample 2
Corrected Marshall stability -Sample 3
Corrected Modulus of subgrade reaction(K Value)
Corrected Pressure (kg/cm2) for below penetration
Corrected Pressure at 2.5mm
Corrected Pressure at 2.5mm
Corrected Pressure at 5.0 mm
Corrected Pressure at 5.0mm
Corrected Stress at failure for below cell pressure
Corrected Ultrasonic Pulse Velocity(km/sec)
Corrected unconfined comp strength -1
Corrected unconfined comp strength -2
Corrected unconfined comp strength -3
Corrected unconfined comp strength -4
Corrected unconfined comp strength -5
Corrected Unconfined Comp. strength -1
Corrected Unconfined Comp. strength -2
Correction Factor
Correction factor 1
Correction factor 2
Correction factor 3
Correction factor 4
Correction factor 5
Correction factor 6
Correction factor 7
Correction factor 8
Correction Factor for plate Smaller than 75 cm
Correction factor for rubber membrane
Correction factor -Sample 1
Correction factor -Sample 2
Correction factor -Sample 3
Correction for Temperature
Cover Block-Compressive Strength
Crazing Resistance
Cromium ( Cr )
Cross section area 1
Cross section area 10
Cross section area 11
Cross section area 12
Cross section area 13
Cross section area 14
Cross section area 15
Cross section area 16
Cross section area 17
Cross section area 18
Cross section area 19
Cross section area 2
Cross section area 20
Cross section area 21
Cross section area 22
Cross section area 23
Cross section area 24
Cross section area 25
Cross section area 26
Cross section area 27
Cross section area 28
Cross section area 29
Cross section area 3
Cross section area 30
Cross section area 31
Cross section area 32
Cross section area 33
Cross section area 34
Cross section area 35
Cross section area 36
Cross section area 4
Cross section area 5
Cross section area 6
Cross section area 7
Cross section area 8
Cross section area 9
Cross Sectional Area
Crushed Gravel
Crushed Sand
Crushed Sand
Crushing Load 1
Crushing load -1
Crushing Load 2
Crushing load -2
Crushing Load 3
Crushing load -3
Crushing load -4
Crushing load -5
Cu
cube
Cum. Percentage passing
Cumulative Percentage Retained
Cumulative Weight Retained
D ^ 0.5
D*W
D/H Ratio
D^1.5
D50^0.5
Date of casting
Date of Testing
Deflection-1
Deflection-2
Deflection-3
Deflection-4
Degree of Supervision
Deleterious Material
Deletorious Material
Density
Density & Moisture content
Density (g/cc)
Density (g/cc)-1
Density (g/cc)-2
Density (g/cc)-3
Density -1
Density -2
Density -3
Density -4
Density -5
Density -6
Density -7
Density -8
Density -9
Density of AAC Block
Density of Bituminous core
Density of bituminous core /mix
Density of concrete
Density of concrete
Density of core
Density of Diesel
Density of Diseal
Density of fresh concrete,kg/m3
Density of GGBS
Density Of Plywood
Density Of Plywood
Density of Standard Sand (g/cc)
Density of wax
Depth
Depth of Carbonation (mm)
Design Assumptions
Design Considerations & Design
Design Requirements
Detailed GeotechnicaInvestigation Report Preparation by Geotechnical Consultant
Detailed Geotechnical Investigation Report Preparation by Geotechnical Consultant
Determination of Los abrasion value
Determination of Modulus of rupture
Deviation
Dia of core
Dia of core (cm)
Dia of core 2
Dia of core 3
Dia. Of core 1
Diagonal 1
Diagonal 2
Diagonal Difference(mm)
Dial Gauge 3 Reading for Loading 1
Dial Gauge 3 Reading for Loading 2
Dial Gauge 3 Reading for Loading 3
Dial Gauge 3 Reading for Loading 4
Dial Gauge 3 Reading for Loading 5
Dial Gauge 3 Reading for Loading 6
dial gauge reading after removal of load
dial gauge reading after removal of load-1
Dial gauge reading after removal of load-2
Dial gauge reading after removal of load-3
Dial gauge reading after removal of load-4
Dial Guage 1 Reading for Loading 1
Dial Guage 1 Reading for Loading 2
Dial Guage 1 Reading for Loading 3
Dial Guage 1 Reading for Loading 4
Dial Guage 1 Reading for Loading 5
Dial Guage 1 Reading for Loading 6
Dial Guage 1 Reading for Reloading 1
Dial Guage 1 Reading for Reloading 2
Dial Guage 1 Reading for Reloading 3
Dial Guage 1 Reading for Reloading 4
Dial Guage 1 Reading for Reloading 5
Dial Guage 1 Reading for Reloading 6
Dial Guage 1 Reading for Unloading 1
Dial Guage 1 Reading for Unloading 2
Dial Guage 1 Reading for Unloading 3
Dial Guage 1 Reading for Unloading 4
Dial Guage 1 Reading for Unloading 5
Dial Guage 2 Reading for Loading 1
Dial Guage 2 Reading for Loading 2
Dial Guage 2 Reading for Loading 3
Dial Guage 2 Reading for Loading 4
Dial Guage 2 Reading for Loading 5
Dial Guage 2 Reading for Loading 6
Dial Guage 2 Reading for Reloading 1
Dial Guage 2 Reading for Reloading 2
Dial Guage 2 Reading for Unloading 1
Dial Guage 2 Reading for Unloading 2
Dial Guage 2 Reading for Unloading 3
Dial Guage 2 Reading for Unloading 4
Dial Guage 2 Reading for Unloading 5
Diamension
Diameter
Diameter of Anchor bar
Diameter of splice bar(mm)
Diameter of test plate used(cm)
Diameter(mm)
Dicalcium Silicate (C2S)
Die Penetration test
Difference
Difference between Initial adn Final Dial Reading
Difference between Initial and Final Dial Reading
Difference between Initial and Intermediate Dial Reading
Difference in Differential Reading
Difference in Temperature
Dilution 0.05 ML
Dilution 0.5 ML
Dilution 5 ML
Dimension
Dimension of the block -1
Dimension of the block -2
Dimension of the block -3
Dimension AAC block (mm)-1
Dimension AAC block -10
Dimension AAC block -11
Dimension AAC block -12
Dimension AAC block -2
Dimension AAC block -3
Dimension AAC block -4
Dimension AAC block -5
Dimension AAC block -6
Dimension AAC block -7
Dimension AAC block -8
Dimension AAC block -9
Dimension CLC block -seg-1
Dimension CLC block -seg-2
Dimensions warpage
Dimention (beam)-1
Dimention (beam)-2
Dimention (beam)-3
Dimention (span)
Direct shear test
Direct shear test (UU)
Direction of Impact
Discription
Displaced volume (cc)
Dissolved Silica
Dist. Bet. The line of fractured nearer support measure on the center line of tensile side of specimen -1
Dist. Bet. The line of fractured nearer support measure on the center line of tensile side of specimen -2
Dist. Bet. The line of fractured nearer support measure on the center line of tensile side of specimen -3
Distance (km)
Distance (mm)
Distance of Failure (mm)
DLBD
DLBD of 10 mm Agg.
DLBD of 20 mm Agg.
DLBD of Crushed Sand
DLBD of Natural Sand
DLBD-10 mm Agg
DLBD-20 mm Agg
DLBD-Crushed Sand
DLBD-Natural Sand
DLC-Aggregate gradation
Dolly No 01 Plaster Adhesive on RCC
Dolly No 02 Plaster Adhesive on RCC
Dolly No 03 Plaster Adhesive on RCC
Dolly No 04 Plaster Adhesive on RCC
Dolly No 05 Plaster Adhesive on RCC
Dolly No 06 Plaster Adhesive on RCC
Dolly No 07 Plaster Adhesive on RCC
Dolly No 08 Plaster Adhesive on RCC
Dolly No 09 Plaster Adhesive on RCC
Dolly No 10 Plaster Adhesive on RCC
Drilling of Exploratory bore holes size upto 100 mm dia,conducting Field ,Laboratory tests & submission of report
Dry bulk density(kg/m3)
Dry Density (kg/lit)
Dry Density (qd = Ms/v)g/cc
Dry Density (qd = Ms/v)kg/m3
Dry Density -1
Dry Density -2
Dry Density -3
Dry density of soil
Dry density of soil (g/cc)
Dry density of soil -4
Dry density of soil -5
Dry density of soil-1
Dry density of soil-2
Dry density of soil-3
Dry Loose Bulk Density
Dry mass (Grain weight)of the sample Ms(m5-m3),kg
Dry Material Content
Dry Material Content %
Dry Sieving
Dry weight 1
Dry weight 10
Dry weight 11
Dry weight 12
Dry weight 13
Dry weight 14
Dry weight 15
Dry weight 16
Dry weight 17
Dry weight 18
Dry weight 19
Dry weight 2
Dry weight 20
Dry weight 21
Dry weight 22
Dry weight 23
Dry weight 24
Dry weight 25
Dry weight 26
Dry weight 27
Dry weight 28
Dry weight 29
Dry weight 3
Dry weight 30
Dry weight 31
Dry weight 32
Dry weight 33
Dry weight 34
Dry weight 35
Dry weight 36
Dry weight 4
Dry weight 5
Dry weight 6
Dry weight 7
Dry weight 8
Dry weight 9
Drying Shrinkage
Ductility
Ductility at 25 °C (Cm)
Duration(hr)
DW^0.75
Dye- Penetration
Easting
E-Coli
Edge curvature
Edge Length -1
Edge Length -2
Efflorescence Observation
Efflorescence test
Elastic Recovery
Elongation
Elongation Index
Elongation Index
Elongation Index ,%
Empty mass of container with lid &mass of dry soil (C)
Empty mass of container with Lid and mass of Soil ( B )
Empty mass of container with lid(A)
Empty mass of container with lid(A),gm
Empty weight of container-1
Empty weight of container-2
Empty weight of container-3
Empty weight of container-4
Empty weight of container-5
Empty weight of cylinder
Empty Weight of mould
End Immersion Test
Equivalent cube strength
ERT Test
Estimated Bearing Capacity(Given by Customer)If Settlement does not reach 25mm
Estimated Comp. Strength (By Relationship Y=1.366X-12.12)
Ev1
Ev2
Ev2/Ev1
Expansion (%)
Exposure Condition for RCC
Exposure condition of Concrete
Extension Mmodulus of Rubber Membrane
Extraction of bituminous mix
Extraction of Bitumen from Bituminuos Paving Mixture
Factor BY Chart
Factor of safety for load
Failure load (kg)
Failure Load(kN)
False Ceiling Material-Thickness
Fb1
Fb2
FDT Test above 3 points
FDT Test above 3 points per point charges
FDT-By Sand Replacement (upto 3 Points)
Ferric Oxide ( Fe2O3)
Field CBR
Field Density by Core Cutter method
Field Density by Sand Replacement method
Filler
Filler -Cement
Final Dial Gauge Reading
Final dial gauge reading after 24 hours-1
Final dial gauge reading after 24 hours-2
Final dial gauge reading after 24 hours-3
Final dial gauge reading after 24 hours-4
Final Dial Guage Reading
Final Diameter
Final Gauge Length
Final Gauge Length before failure (mm)
Final reading 1
Final reading 2
Final reading in measuring cylinder
Final reading in mm
Final reading L2
Final setting time
Final time
Final w/c Ratio
Final Weight of the sample (B)
Fine Agg. - Crushed Sand
Fine Agg. - Natural Sand
Fine Aggergate-Sand Equivalent Value
Fine aggregate
Fineness by Blaines Air Permeability ( m2/kg )
Fineness by dry Sieving
Fineness by Wet Sieving
Fineness modulus
Fineness Modulus(FM)
Fineness OPC
Fineness other cement
Fines passing in 1.70mm IS seive (C)
Fines passing in 1.70mm IS seive (C)
First reading L1
Fixed Residue (Inorganic Residue)
Flakiness and Elongation
Flakiness Index,%
Flash Point (Open Cup Method)
Flash Point (°C)
Flatness
Flatness Surface of Ceramic Tiles
Flextural Strength / Breaking load
Flextural Strength of Paving Block
Flextural strength test of concrete beam
Flexural strength -1
Flexural strength-28 day(N/sqmm)
Flow Resistance
Flow Value Sample 1
Flow Value Sample 2
Flow Value Sample 3
Flow(cm)
Fluoride as F
Fly ash
Fly ash brick mixed design
Flyash
Flyash % if required
Flyash content
Force
force one
Force123
Former Diameter
Foundation Size
Founding Level
Fraction passing 75 micron sieve
Fracture
Free Flowing Properties
Free Lime
Free Residual Chlorine
Free Swell Index
Freelime
Fresh Concrete-Density
Fresh Concrete-L Box Test
Gauge Length
Gauge Length After Fracture
Gauge No.
Gauge Width
Geo Soil
Geo Water
Geo: Per borehole upto 10 mtr drilling including field testing,lab testing & report writing
Geotechnical Consultant Visit on Site
Geotechnical Investigation-Report Preparation
GGBS
GI Pipe Chemical test
Glass Bead Content
Glue Adhesion Test
GMM test
Gradation for Bituminous Mixes
Gradation for extracted mix
Gradation for Glass Beads
Gradation for Mastic Asphalt
Gradation for Non-Bituminous Mixes
Gradation of Coarse Aggregate
Gradation of Fine Aggregate
Grade
Grade Of Cement
Grade of concrete
Grade of cover
Grade of Mix
Grade of Pipe
Grading of aggregate Wet Mix Macadm(WMM)
Grading of coarse aggregate for WBM
Grading of Granular Sub Base Materials(GSB)
Grading of screenings for WBM
Grading of Coarse Agg.
Grading of fine aggregate
Grain seive analysis of soil
Grain size analysis - Hydrometer method
Grain size analysis-Wet
Graph of combined blend
Ground Level
H/D Ratio
H1
H1 (mm)
H2
H2 (mm)
H3
H4
Half-Cell Potential Test
Hardness number of mastic asphalt
Hardness number -Reading1
Hardness number -Reading2
Hardness number -Reading3
Hardness number -Reading4
Hardness number -Reading5
Hardness test
HBW (3000kgs/10mm)
Heat resistance
Height
Height 1
Height 2
Height 3
Height drop of concrete in horizontal section H2-1 (mm)
Height drop of concrete in horizontal section H2-2 (mm)
Height drop of concrete in horizontal section H2-3 (mm)
Height of core
Height of core (cm)
Height of core 2
Height of core 3
Height of core 4
Height of core 5
Height of horizantal section of L box (mm)
Height of specimen -Sample 1
Height of specimen -Sample 3
Height of specimen-Sample 2
Height of the clay suspension (clay + sand) layer (mm)
Height of the sand layer (mm)
Height of vertical section H1-1 (mm)
Height of vertical section H1-2 (mm)
Height of vertical section H1-3 (mm)
Height of vertical section of L box (mm)
HNO3 B.R ( Y )
HNO3 blank reading ml
HNO3 sample burrete reading ml
Household Chemicals
Humidity
Hydraulic Drilling 100/75mm (NX Size) bore holes above 10 meter in Rock
Hydraulic Drilling 100/75mm (NX Size) bore holes above 10 meter in soil
Hydraulic Drilling 100/75mm (NX Size) bore holes in rock,respectively upto 5.0 meter depth Collection of rock & water including storing transporting samples to the laboratory
Hydraulic Drilling 100/75mm (NX Size) bore holes in soil above 10 meter in soil
Hydraulic Drilling 100/75mm (NX Size) bore holes in soil upto 10 meter depth ,conducting SPT in soil as per specification.Collection of soil including storing transporting samples to the laboratory
Hydraulic Drilling 100/75mm (NX Size) bore holes in soil/rock,respectively upto 10 meter in soil or 5 meter in rock depth ,conducting SPT in soil as per specification.Collection of soil,rock & water including storing transporting samples to the laboratory
Hydrochloric acid Solution
i) Total wt. of sample taken (W1)
i)Empty weight of cylinder (A)
ID mark
Id. Mark
ii) Wt. of sample retaining on 2.36 mm sieve
ii)Weight of cylinder + sample (B)
iii) Wt. of sample passing 2.36 mm sieve (W2)
iii)Weight of sample (C)
Imposed Load (kN)
Increased weight of filter paper after extraction gms
Indenter
Individual F.I. (x)
Initial area of specimen
Initial Area of specimen -1
Initial Area of specimen -2
Initial Area of specimen -3
Initial Area of specimen -4
Initial Dial Gauge Reading
Initial Dial Gauge Reading 3
Initial Dial Guage Reading
Initial Diameter of specimen
Initial Diameter of specimen -2
Initial Diameter of specimen -3
Initial Diameter of specimen -4
Initial Diameter of specimen,cm-1
Initial length of specimen
Initial length of specimen -3
Initial length of specimen -4
Initial length of specimen-1
Initial length of specimen-2
Initial mass of test portion (W1)
Initial reading 1
Initial reading 2
Initial reading in measuring cylinder
Initial reading in mm
Initial setting time
Initial time
Initial water content -1
Initial water content -2
Initial water content -3
Initial weight (gm) 1
Initial weight (gm) 2
Initial weight (gm) 3
Initial Weight (gm)-1
Initial Weight (gm)-2
Initial Weight (gm)-3
Initial weight 1
Initial weight 2
Initial weight 3
Initial wt. of filter paper gms
Initial wt.of dry sand W1
Initial wt.of sand W1
Inner Dia of pipe
Inner Diameter (mm)
Inorganic Impurity
Inorganic Solids
Inside Diameter at any Point
Inside Diamter(mm)
Insitu Bulk Density
Insoluble residue
Insoluble Residue ( IR )
Insoluble residue-GGBS
Intermediate Dial Guage Reading
Intial dial gauge reading 1
Intial dial gauge reading 2
Intial dial gauge reading 3
Intial dial gauge reading 4
IR %
Iron ( Fe )
Iron as Fe
Iron Oxide Fe2O3
IS Requirements for Design
IS sieves
iv) Impact value
iv)Weight of sample passing 2.36 mm sieve (D)
JMF-BC
JMF-BM
JMF-Capet (closed graded)
JMF-Capet (open graded)
JMF-DBM
JMF-Filter media
JMF-LBM
JMF-Mixed Seal Surfacing
JMF-MSS
JMF-SDBC
JMF-Seal coat
Job Mix for Bituminous Mix
Job Mix for GSB
Job Mix for Result
Job Mix for WMM
Job Mix Formula -Closed Graded Premix Surfacing
Job Mix Formula -Mastic Asphalt
Job Mix Formula -Open Graded Premix Surfacing
Job Mix Formula -Seal Coat
Job Mix Results
K
K Value
Kinematic Viscosity
Kinematic viscosity at 135°C
Knife Test
L.C of Pressure Gauge
L1
L2
L3
L4
Laboratory Testing & Report Writing for SBC
Lay Length (mm)
Layer
Lead (Pb)
Length
Length 1
Length 1 (mm)-2
Length 1 (mm)-3
Length 1(mm)-1
Length 1-1
Length 1-2
Length 2
Length 2 (mm)-1
Length 2 (mm)-2
Length 2 (mm)-3
Length 2-1
Length 2-2
Length 3
Length 3-1
Length 3-2
Length 4
Length 5
Length 6
Length 7
Length 8
Length of Coupler(mm)
Length of Mechanical Splice(mm)
Length of span
Length of Specimen
Length of Specimen (cm)-1
Length of Specimen (cm)-2
Length of Specimen (cm)-3
Length of Specimen-1
Length of Specimen-2
Length of Specimen-3
Length X D
Length2
Light Weight Particles
Lime
Lime reactivity
Lime Reactivity- Fly Ash
Lime Saturation Factor
Lime(CaO)
Liquid Limit
Liquid Limit,%
Load 1
Load 2
Load 3
Load 4
Load 5
Load at failure
Load at Failure-1
Load at Failure-2
Load at Failure-3
Load at Failure-4
Load at Failure-5
Load at Failure-6
Load at Failure-7
Load Bearing Capacity
Load Dial reading for below dial gauge reading
Load for Withdrawal Nail (KN)-1
Load for Withdrawal Nail (KN)-2
Load for Withdrawal Nail (KN)-3
Load for Withdrawal scerw (KN)-1
Load for Withdrawal scerw (KN)-2
Load for Withdrawal screw (KN)-1
Load for Withdrawal screw (KN)-2
Load for Withdrawal screw (KN)-3
Load taken for 10 % Fines,for the penetration of 20 mm
Load test- Manhole cover
Load test on Chember/ Manhole cover
Load Test on Concrete Pipe
Load test on Hume Pipe
Loading Increment 1
Loading Increment 2
Loading Increment 3
Loading Increment 4
Loading Increment 5
Loading Increment 6
Loading Pressure for loading & Reloading 2
Loading Pressure for loading & Reloading 3
Loading Pressure for loading & Reloading 4
Loading Pressure for loading & Reloading 5
Loading Pressure for loading & Reloading 6
Loading Pressure for loading & Reloading 1
Loading Pressure for loading 1
Loading Pressure for loading 2
Loading Pressure for loading 3
Loading Pressure for loading 4
Loading Pressure for loading 5
Loading Pressure for loading 6
Location
Location ID
LOI %
Loose bulk density
Los Angles Abrasion Value
Loss in Mass (gm)
Loss in Volume after 16 cycles (cu mm)
Loss on heating ( %)
Loss On Ignition
Loss on ignition-GGBS
Loss on Ingnition
Luminance factor Day Light
Machining charges
Machining Charges per test
Maen Deflection
Magnesia (MgO)
Magnesium ( Mg )
Magnesium as Mg
Magnesium Oxide MgO
Make of Rebound Hammer
Manganese ( Mn )
Manganese oxide(MnO)-GGBS
Manganese(%)
Mangnesium oxide(MgO)-GGBS
Marsh Cone test
Marshall Quotient
Marshall stability with preparation of mould
Marshall stabitlity & flow value of bituminous mix
Marshall stabitlity (Div)-Sample 1
Marshall stabitlity (Div)-Sample 2
Marshall stabitlity (Div)-Sample 3
Marshall stabitlity -Sample 1
Mass in gm of oven dried specimen(M2)
Mass in gm of Saturated specimen(M1)
mass in gm of suspended tile impregnated
Mass of Basket submerged in the immersion bath(m1),kg
Mass of Beaker ,Rod &Emulsion (B),-1
Mass of Beaker ,Rod &Emulsion (B)-2
Mass of Beaker ,Rod &Emulsion (B)-3
Mass of Beaker,Rod & residue ( C ),-1
Mass of Beaker,Rod & residue ( C )-2
Mass of Beaker,Rod & residue ( C )-3
Mass of block -1
Mass of block -2
Mass of block -3
Mass of Block in kg
Mass of Cement (g)
Mass of coarse aggregate
Mass of coarse particals
Mass of conatiner and sample with its lid
Mass of container & emulsion (W2)
Mass of container (W4)
Mass of container and sample with its lid
Mass of container and sample with its lid after oven dring
Mass of container including the concrete in the container-m2,kg
Mass of container with its lid (m3),kg
Mass of container-m1,kg
Mass of dish + dry soil pat -1
Mass of dish + dry soil pat -2
Mass of dish + dry soil pat -3
Mass of dish + evaporating dish+Mercury -1
Mass of dish + evaporating dish+Mercury -2
Mass of dish + evaporating dish+Mercury -3
Mass of dish +wet soil pat
Mass of dish +wet soil pat -2
Mass of dish +wet soil pat -3
Mass of dry mix (gm)
Mass of dry specimen in air(A)-Sample 1
Mass of dry specimen in air(A)-Sample 2
Mass of dry specimen in air(A)-Sample 3
Mass of empty Beaker & rod (A),-1
Mass of empty Beaker &rod (A),-2
Mass of empty Beaker &rod (A)-3
Mass of empty shrinkage dish -1
Mass of empty shrinkage dish -2
Mass of empty shrinkage dish -3
Mass of empty specific gravity bottle
Mass of empty specific gravity bottle + half filled with bitumen
Mass of empty specific gravity bottle + half filled with bitumen+water
Mass of empty specific gravity bottle + water
Mass of evaporating dish -1
Mass of evaporating dish -2
Mass of evaporating dish -3
Mass of extracted mineral aggregate
Mass of fine aggregate
Mass of Flask + Water (gm)
Mass of Flask + Water +Sample (gm)
Mass of Iginition dish
Mass of iginition dish+residue
Mass of Mercury -1
Mass of Mercury -2
Mass of Mercury -3
Mass of mercury displaced -1
Mass of mercury displaced -2
Mass of mercury displaced -3
Mass of mineral matter in total volume of extract
Mass of oven deied specimen
Mass of oven deied specimen(M1)
Mass of oven dried specimen(M1)
Mass of oven dry sample + Container with lid (m5),kg
Mass of paver shape cardboard(gm)
Mass of paver shaped card bord
Mass of Paver shaped cardbord
Mass of pychnometer & dry soil (B)
Mass of pychnometer & water (D)
Mass of pychnometer , dry soil & water(C )
Mass of pychnometer bottle(A)
Mass of reactangle measuring 200*100mm (gm)
Mass of rectangle measuring (200 mm*100 mm)
Mass of Rectangular shaped cardbord (200*100 mm
Mass of residue
Mass of saturated specimen(M2)
Mass of saturated submerged sample in water and basket (m2),kg
Mass of saturated surface dry sample + Container with lid (m4),kg
Mass of sieve & small dish(W1)
Mass of sieve ,small dish & residue (W3)
Mass of the saturated surface -dry specimen in air (B)-2
Mass of the saturated surface -dry specimen in air (B)-Sample 1
Mass of the saturated surface -dry specimen in air (B)-Sample 3
Mass of the specimen in water( C) -Sample 1
Mass of the specimen in water( C) -Sample 2
Mass of the specimen in water( C) -Sample 2Mass of the saturated surface -dry specimen in air (B)-Sample 2
Mass of the specimen in water( C) -Sample 3
Mass of water -1
Mass of water -2
Mass of water -3
Mass of Zinc Coating ( g / m 2 )
Material Testing
Material testing - GSB
Material testing - WBM
Material testing - WMM
Material testing for bituminous job mix
Material testing for non bituminous work
Material testing for non bituminous work- GSB
Material testing for non bituminous work- WMM
Max Compressive Strength at failure (Kg/sqcm)
Max Crushing load (kN)-1
Max Load
Max load 1
Max load 2
Max load 3
Max load 4
Max load 5
Max load 6
Max load 7
Max load 8
Max load at failure
Max pressure at 1.25mm Settlement(From Graph)
Max Rb No
Max Settlement at max pressure
Max Stress
Max Water Penetration Depth(mm)
Max. Loading Pressure
Max. size of Agg.
Max. w/c Ratio
Max. Water content
Maximum displacement at failure
Maximum Dry Density (MDD )
Maximum dry density of soil (g/cc)
Maximum load dial reading
Maximum Nominal size of aggregate MSA (mm)
Maximum nominal size of aggregate,MSA(mm)
MDD
MDD & OMC (Standard)
MDD/OMC
MDD/OMC (Modified method)
Mean H1 (mm)
Mean H2 (mm)
Measure depth of specimen at failure
Measure width
Method by Probe direction
Method of concrete placing
Method of Placing
Methylene Blue Solution
MgO %
Min Rb No
Miscibility with water
Mix Calculations
Mix Gradation
Mix proportions as per Design mix
ML of Samlpe Taken
ml of 0.1 N AgNo3 Added
Mobilisation and demobilization of drilling equipment, accessories-Calyex Machine
Mobilisation and demobilization of drilling equipment, accessories-Calyex Machine Outside PMC/PCMC
Mobilisation and demobilization of drilling equipment, accessories-Calyex Machine within PMC/PCMC
Mobilisation and demobilization of drilling equipment, accessories-Hydraulic Machine
Mobilisation and demobilization of drilling equipment, accessories-Hydraulic Machine outside PMC/PCMC
Mobilisation and demobilization of drilling equipment, accessories-Hydraulic Machine within PMC/PCMC
Mobilization 0 to 60 km
Mobilization 150 to 250 km
Mobilization 60 to 150 km
Mobilization of drilling equipments, accessories,personnel etc to site and demobilization of the same after completion of the work
Mode of Failure
Modified proctor
Modulus of Rupture -1
Modulus of Rupture -2
Modulus of Rupture -3
Modulus of Rupture -4
Modulus of Rupture -5
Modulus of Rupture -6
Modulus of Rupture -7
Modulus of sub grade reaction k
Modulus of subgrade reaction(K Value)
Moisture Content
Moisture Content (%)
Moisture content (%)-1
Moisture content (%)-2
Moisture content (%)-3
Moisture content 1
Moisture content 2
Moisture content 3
Moisture content of Plywood
Moisture content of Timber
Moisture content Plywood
Moisture content Timber
Moisture content Timber/ Wood
Molybdenum
Molybdenum ( Mo )
Mortor Mix Design for plaster and brickwork
Mould + Sample
Mould + Sample -1
Mould + Sample -2
Mould + Sample -3
Mould + Sample -4
Mould + Sample -5
Mould + Sample,-1
Mould 1
Mould 2
Mould 3
Mudulus of rupture
Multimeter Reading (mV)
Murum
Nail holding Power
Nail Withdrawal Resistance Test
Nail & Screw Holding Power
Name of Road
Name of the propeties of mix
NaOH B.R (X)
Natural Moisture Content
Natural Sand
NDT by Rebound Hammer Method
NDT by Rebound Ultrasinoc pulse velocity Method
NDT by UPV & Rebound Hammer Method
NDT by UPV & Rebound Hammer test(Charge) Above10 Points
NDT by UPV & Rebound Hammer test(Min Charge) upto 10 Points
NDT Test By UPV (Charge) Above 10 Points
NDT Test By UPV (Min Charge) Upto 10 Points
Net volume of core
Nickel ( Ni )
Nitrate as NO2
Nitrate as NO3
Nitrogen Content
No of Plies
Nominal Area of strand (mm2)
Nominal Area of strand wire(mm2)
Nominal Dia
Nominal mass per length(kg/km)
Nominal Mass per length,(g/m)
Normal Consistency
Normal Stress(kN/sqm)
Normal Stress(N/sqmm)
Normality Factor
Normality Of AgNO3
Normality Of EDTA
Normality of 0.025n Ammonium thiocynate
Normality of H2SO4
Normality Of NaOH
Normality of Potassium Iodate
Northing
Number of blows -1
Number of blows -2
Number of blows -3
Number of blows -4
Observation
Observed Value
Obsrevations of Trial Mix
Odour
OMC
One bag of cement
Open Time Test (hr)
Open Time Test (Min)
Optimum Moisture content
Optimum moisture content (%)
Organic Impurities
Organic Impurity
Organic Matter
Organic Solids
Original Weight of sample (A
Original Weight of sample (A)
Original Weight of sample (A)
Other Composition (%)
Other(Including Carbon)
Outer Dia of pipe
Outer Diameter (mm)
OUTLIERS REQUIREMENTS
Outside Diameter at any Point
Outside Diamter(mm)
Oven dry weight
Oven dry weight 1-1
Oven dry weight 1-2
Oven dry weight 1-3
Oven dry weight 1-4
Oven dry weight 2-1
Oven dry weight 2-2
Oven dry weight 2-3
Oven dry weight 2-4
Oven dry weight 3-1
Oven dry weight 3-2
Oven dry weight 3-3
Oven dry weight 3-4
Oven dry weight (gm) 1-1
Oven dry weight (gm) 1-2
Oven dry weight (gm) 1-3
Oven dry weight (gm) 1-4
Oven dry weight (gm) 1-5
Oven dry weight (gm) 2-1
Oven dry weight (gm) 2-2
Oven dry weight (gm) 2-3
Oven dry weight (gm) 2-4
Oven dry weight (gm) 2-5
Oven dry weight (gm) 3-1
Oven dry weight (gm) 3-2
Oven dry weight (gm) 3-3
Oven dry weight (gm) 3-4
Oven dry weight (gm) 3-5
Oven dry weight (gm)-1
Oven dry weight (gm)-1-1
Oven dry weight (gm)-1-2
Oven dry weight (gm)-1-3
Oven dry weight (gm)-1-4
Oven dry weight (gm)-2
Oven dry weight (gm)-2-1
Oven dry weight (gm)-2-2
Oven dry weight (gm)-2-3
Oven dry weight (gm)-2-4
Oven dry weight (gm)-3
Oven dry weight (gm)-3-1
Oven dry weight (gm)-3-2
Oven dry weight (gm)-3-3
Oven dry weight (gm)-3-4
Oven Dry Weight (M1) 1
Oven Dry Weight (M1) 2
Oven Dry Weight (M1) 3
Oven Dry Weight (M1) 4
Oven Dry Weight (M1) 5
Oven dry weight -1
Oven dry weight -2
Oven dry weight -3
Oven dry weight 4-1
Oven dry weight 4-2
Oven dry weight 4-3
Oven dry weight 5-1
Oven dry weight 5-2
Oven dry weight 5-3
Oven dry weight of specimen (gm)-1
Oven dry weight of specimen (gm)-2
Oven dry weight of specimen (gm)-3
Oven dry weigth of specimen (gm)-1
Oven dry Wt of Tile -1
Oven dry Wt of Tile -2
Oven dry Wt of Tile -3
Oven dry Wt of Tile -4
Oven dry Wt of Tile -5
Oven dry wt. of Specimen -1
Oven dry wt. of Specimen -2
Oven dry wt. of Specimen -3
Oven dry wt.W4
Ovendry wt of specimen (gm)-1
Ovendry wt of specimen (gm)-2
Ovendry wt of specimen (gm)-3
Overlay design
Oversized % Retained on 45 micron IS seive
pan
Panel Length(mm)
Panel Weight(kg/sqm)
Panel Width(mm)
Passing Ability Ratio Measured by L Box
Passing wt.
Pavement block mixed design
Paving Block-Dimension Analysis
Paving Block-Visual Inspection
Penetration at 25 °C ( 1/10 th of mm )
PER BATCH OF 50 KG
PER CUM IN KG
Percent Difference in diameters of center wire and surrounding wires (%)ng wire (mm)
Percent Passing,%
Percent Retained
Percentage
Percentage difference in diameters of surrounding wire(%)
Percentage Elongation (%)
Percentage Passing ,Seive 0.075mm
Percentage Passing ,Seive 0.425mm
Percentage Passing ,Seive 100mm
Percentage Passing ,Seive 2.00mm
Percentage Passing ,Seive 2.36mm
Percentage Passing ,Seive 20mm
Percentage Passing ,Seive 26.5mm
Percentage Passing ,Seive 4.75mm
Percentage Passing ,Seive 50mm
Percentage Passing ,Seive 53mm
Percentage Passing ,Seive 75mm
Percentage Passing ,Seive 9.5mm
Percentage passing as IS 383
Percentage passing as per IS - 383
Percentage Passing, Seive 0.150 mm
Percentage Passing, Seive 0.300 mm
Percentage Passing, Seive 0.600 mm
Percentage Passing, Seive 1.18 mm
Percentage Passing, Seive 10 mm
Percentage Passing, Seive 12.5 mm
Percentage Passing, Seive 16 mm
Percentage Passing, Seive 25 mm
Percentage Passing, Seive 40 mm
Percentage Voids
Percolation Test
Permeablity Test
Perpendicularity
pH
Phosphorus
Phosphorus %
Phosphorus ( P )
pH-plywood
Phsyical properties of samples
Physical properties GSB Mix
Physical properties of coarse aggregate for WBM
Physical properties of GSB mix
Physical Properties of Masonary Mortar
Physical properties of samples
Physical properties of screenings for WBM
Physical Properties of soil
Physical test of door shutter
Piece No
Pile Integrity Inclusing Surface preparation
Pile Integrity test
Plan area of paving block
Plaster Adhesive-Pull out test
Plastic Limit
Plastic Limit,%
Plasticity index
Plate Load Test (DIN method)
Plate Load Test (IS method)
Plate size
Plate Thickness
Plate Thickness(mm)
Pliability
Point Load Lump Strength Index Test
Point load strength index
Polyethelene Thickness
Pore Volume of sample Vv = (Msat-Ms)/qw,m3
Porosity 1
Porosity 2
Porosity 3
Porosity of Rock Sample n = Vv/V*100,%
Pot Life
Pot Life(Workable Life) Minutes
Potassium hydroxide solution
Pressure mm Hg
Pressure 0.70 kg sq.cm
Pressure for first unloading 1
Pressure for first unloading 2
Pressure for first unloading 3
Pressure for first unloading 4
Pressure for first unloading 5
Pressure for Second unloading 1
Pressure for Second unloading 2
Pressure for Second unloading 3
Pressure for Second unloading 4
Pressure for Second unloading 5
Pressure for unloading 1
Pressure for unloading 2
Pressure for unloading 3
Pressure for unloading 4
Pressure for unloading 5
Pressure mili bar
Proof load Test
Proof Stress
Properties of bitumen Emulsion for Roads (Cationic Type)
Properties of materials used in the proportioning
Proposed foundation settlement at Max loading pressure
Proving Ring (Div) below penetration
Proving Ring (Div) for below Normal Cell pressure
Proving Ring (Div) for below Normal stress
Pull Out Test
Pullout Testing
Pullout Testing(Plaster/Tile Adhesive/Gypsum/Paint)
Pumpable Concrete Mix Design (Based on Accelrated curing method)
Qty of cement taken in gms
Quality of Concrete
Quantity of Water Added
Quantity of water require in gm/ml
R / S. As per IS 8900:1978 table 4. for 5% significance level
R/S
R2O3 %
Radiography Test
Range
Rapid Chloride Permeability Test (RCPT)
Re Compression Index (Cr)
Re Compression Ratio (RR)
Reading-1
Reading-2
Reading-3
ReBend Test at 135/157.5
Rebound Deflection
Rebound Hammer Test
Rebound Hammer test (Charge) Above 10 Points
Rebound Hammer test (Min Charge) Upto 10 Points
Rebound no 1
Rebound no 2
Rebound no 3
Rebound no 4
Rebound no 5
Rebound no 6
Recommended proportion for bituminous mix corresponding to dry aggregate
Recommended proportion for Granular Sub Base materialsw.r.t to dry aggregate
Recovery of Deflection (%)
Reduced Level
Reduction in Alkalinity
Reduction in Area
Reduction in Penetration
Reduction of water for admixture
Reference density given
Reference No
Reffilling -Core
Refractive Index
Relative Density
Reloading Increment 1
Reloading Increment 2
Reloading Increment 3
Reloading Increment 4
Reloading Increment 5
Reloading Increment 6
Remark for failur type
Remark for failure type
Remark of Failure
Required slump
Required Standard Strength(N/sqmm)
Residual Diflection( mm) 1
Residual Diflection( mm) 2
Residual Diflection( mm) 3
Residual Diflection( mm) 4
Residue by evaporation
Residue by evaporation
Residue on 45 micron IS sieve (gm)
Residue on 600 micron IS Sieve
Residue on 600 micron IS Sieve,by mass
Residue on 75 micron IS sieve
Residue on 90 micron
Resistance to dry heat
Resistance to dry heat
Resistance to wear
Resistivity Test
Result
Result (% chance of corrosion activity Cu-Cu Sulplate Ref. electrode.)
Retaintion period if Required
River Sand
Rivision of MORTH
Rockwell Hardness
Room Temperature (deg C)
Roundness
Safe Baring Capacity with respect to max. loading applied
Salt Spray Test (per hrs)
Sample Code No.
Sample Description
Sample No
Sample praparation charges of mechanical properties
Sample preparation
Sample Preparation charges- AAC Block
Sample Size (cm)-1
Sample Size (cm)-2
Sample Size (cm)-3
Sample size 1
Sample size 2
Sample size 3
Sample size( cm) 1
Sample size( cm) 2
Sample size( cm) 3
Sample Taken ( gm )
Sample1
Sample2
Sample3
Sample4
Sample5
Sand Confirming to Zone
Sand for plaster-gradation
Sand Equivalent (SE)
Saturated submerged mass of sample Msub (m2-m1),kg
Saturated surface dry mass of sample Msub (m4-m3),kg
Saturated Surface Dry Weight (M2) 1
Saturated Surface Dry Weight (M2) 2
Saturated Surface Dry Weight (M2) 3
Saturated Surface Dry Weight (M2) 4
Saturated Surface Dry Weight (M2) 5
Saturated surface dry wt (Ww)
Saturated surface dry wt (Ww)-1
Saturated surface dry wt (Ww)-2
Saturated surface dry wt (Ww)-3
Saturated surface dry wt -1
Saturated surface dry wt -2
Saturated surface dry wt -3
Saturated surface dry wt.of aggregate W1
SBC by C & fi value
Scratch Hardness on Mohs Scale
Screenings for Water bound macadam sub-base/base(WBM )
Screening-WBM -Gradation 4th Rev
Screening-WBM -Gradation 5th Rev
Screw holding Power
Screw Withdrawal Resistance Test
Seive analysis
Separation Difference
Setting time test
Setting time (Min)
Settlement
Settlement (d ),cm
Settlement Increment ?S for loading
Settlement Increment ?S for Reloading
Settlement of plate at max loading pressure
Settlement(0.30max stress)
Settlement(0.70max stress)
Shear displacement at failure for below normal stress
Shear stress for below normal stress
Shrinkage Dish No-1
Shrinkage Dish No-2
Shrinkage Dish No-3
Shrinkage Limit
Shrinkage Limit -1
Shrinkage Limit -2
Shrinkage Limit -3
Sieve analysis
Sieve analysis of Coarse aggregate
Sieve analysis of Fine aggregate
Sieve size
Sieve Size (mm)
Silica
Silica + Alumina+Ferric Oxide(SiO2+Al2O3+Fe2O3)
Silicon ( Si )
Silicon Dioxide ( SiO2)
Silicon(%)
Silt
Silt Content
Silt Content by wet sieving method
Silver Nitrate consumed by chloride,Z,ml
Site visit
Site visit (Geotechnical)
Site/Surface Prepration
Size of Aggregate
Size of Beam
Size of cover
Size of cube (mm)-1
Size of cube 1
Size of cube -1
Size of cube 2
Size of cube -2
Size of cube 3
Size of cube -3
Size of specimen B
Size of specimen B-1
Size of specimen B-2
Size of specimen B-3
Size of specimen B-4
Size of specimen B-5
Size of specimen H
Size of specimen L
Size of specimen L-1
Size of specimen L-2
Size of specimen L-3
Size of specimen L-4
Size of specimen L-5
Size of UPVC Pipe
Slab load test
Slag Activity Index- Compressive Strength
Slump
Slump in mm
So3 %
Soaked
Sodium hypochlorite solution
Sodium Oxide (Na2O)
Softening point ( R&B)°C
Soil Classification
Soil Permiability Test
Soil Resistivity test
Solid Content
Solubility in Trichloroethylene
Sondness By MgSO4 ( 5 Cycle )
Soundness - One cycle
Soundness By Autoclave Method
Soundness by Le-chateliers Apparatus
Soundness By NaSO4 ( 5 Cycle )
Soundness By NaSO4 ( 3 Cycle )
Span
Span between support
Span for ( 150 X 150 ) beam L- 60
Specific gravity
Specific Gravity -1
Specific Gravity -2
Specific Gravity -3
Specific gravity and Water absorption
Specific Gravity at 25°C
Specific Gravity of 10 mm Agg.
Specific Gravity of 20 mm Agg.
Specific gravity of admixture
Specific Gravity of Cement
Specific Gravity of Crushed Sand
Specific Gravity of Fly Ash
Specific Gravity of Flyash
Specific Gravity of Natural Sand
Specific Gravity of Timber
Specific Gravity of Timber/wood
Specific gravity(For fine Grained soil)
Specific Gravity-10 mm Agg
Specific Gravity-20 mm Agg
Specific Gravity-Crushed Sand
Specific Gravity-Natural Sand
Specified Limit
Specified limit for foundation settlement
Specimen Shape
Splitting Tensile Strength Concrete
SQRT(D50)
SSD wt.of aggregate
SSD wt.of sample 1
SSD wt.of sample 2
SSD wt.of sample 3
Stainless Steel
Stainless Steel - Grade Confirmation
Stains
Standard consistancy
Standard Consistancy (p)
Standard Deviation
Standard Dia
Standard Pavement Temperature
Standard proctor
Standard Size of Lump
Start time
Starting date of test
Std deviation (S)
Stone Dust
Storage Stability
Straightness
Strain at failure for below cell pressure
Strata Verification
Stress 1(0.30)
Stress 1(0.70)
Stress 2(0.30)
Stress 2(0.70)
Stress at failure for below cell pressure
Stripping Value (Coating & stripping)
Structural Steel
Structure
Substrate Material
Sulphate As SO3
Sulphate as SO4
Sulphate(as SO3)-GGBS
Sulphates-Soil
Sulphide sulphur(S)-GGBS
Sulphur ( S )
Sulphur Trioxide ( So3)
Sulphure
Sulphure %
Sulphure & Phosphorus
Suspended immersed weight -1
Suspended immersed weight -2
Suspended immersed weight -3
Swelling Pressure
Swimming Pool Salts
Target Blending
Target Mean Strength
Taste
Temp Correction factor (From Table 1)
Temp.°C
Temperature C
Temperature of curing water
Temperature of Pavement
Tensile Spittting Strength
Tensile Splitting strength
Tensile Strength(N/sqmm)
Tensile Test
Tensile Test Specimen
Terms and Conditions
Test Location
Test Number
TEST ON RESIDUE:
Test Request No
Testing on Undistrubed sample-Bulk Density,Shear parameter by Direct Shear test,GSA,With Soil Classification,Shrinkage Limit & Consolidation(Incase of Cohesive soil),
Tetracalcium Aluminoferrite (C4AF)
Theoretical Diagonal
Theoretical Edge length
Theoretical length
Thickness
Thickness 1(mm)-1
Thickness 1(mm)-2
Thickness 1(mm)-3
Thickness 1-1
Thickness 1-2
Thickness 2(mm)-1
Thickness 2(mm)-2
Thickness 2(mm)-3
Thickness 2-1
Thickness 2-2
Thickness at failure 1-1
Thickness at failure 1-2
Thickness at failure 1-3
Thickness at failure 1-4
Thickness at failure 1-5
Thickness at failure 1-6
Thickness at failure 1-7
Thickness at failure 2-1
Thickness at failure 2-2
Thickness at failure 2-3
Thickness at failure 2-4
Thickness at failure 2-5
Thickness at failure 2-6
Thickness at failure 2-7
Thickness of Layer
Thickness of Specimen (cm)-1
Thickness of Specimen (cm)-2
Thickness of Specimen (cm)-3
Thickness of Specimen -1
Thickness of Specimen -2
Thickness of Specimen -3
Thickness-1
Thickness-2
Thickness-3
Thickness-4
Thickness-5
Thickness-6
Thickness-7
Thickness-8
Tile Adhesive-Pull out test
Time ( micro seconds)
Time (1) in sec
Time (2 ) in sec
Time (seconds)
Time for Hard Dry
Time in sec
Time in sec for sample passing F to G mark mark ( B Bulb)
Time in sec for sample passing G to H mark C Bulb)
Tin (Sn)
Titanium (Ti)
Titanium Dioxide+ Inert Filler
Total
Total Alkali
Total Ammonia NH4
Total Bacerial Count
Total cement as per selected w/c ratio
Total Charge Passed (Coulombs)
Total Coliform Bacteria
Total Dissolved Solid
Total Elongation
Total Hardness as CaCO3
Total Nitrogen as N
Total Oil & Grease
Total Solid Content
Total soluble solids
Total Soluble Sulphate as So4
Total Suspended Solids
Total Viable Count
Total volume of extract (V1)
Total Weight
Total weight of non flaky material,gm
Total Weight of sample
Total weight of sample passing 0.075mm,gm
Total wt of fraction
Total wt. of sample passing through thickness gauge taken,gm
Total Wt. of sample retained on length gauge
Total wt. of sample taken (W1)
Total wt. of sample taken (W1)
Transportation
Transportation to Chakan
Transportation to Outside Maharashtra per km
Transportation to Patan
Transportation to Satara
Transportation to Shirwal
Transportation within PMC/PCMC
Transverse Test (Flexural test)
Trial mix observations
Trial Pit and sample collection of Sub-base for moisture content
Trial Pit and sample collection of Sub-base for moisture contente
Trial Pit Excavation (up to 3m depth),including collection of undistrubed soil sample.
Triaxial Shear test(UU)
Tricalcium Aluminate (C3A)
Tricalcium Silicate (C3S)
True Pavement Deflection
True Slump
TS/YS Ratio
Turbidity
Type & brand of cement
Type and Brand of Cement
Type of Aggregate
Type of CBR (Soaked/ Unsoaked)
Type of cement
Type of Concrete
Type of Core
Type of Emulsion
Type of Flyash
Type of Mix
Type of pipe
Type of Road
U.T.L.
U.T.S.
Ultimate Load (kN)
Ultimate Tensile Strength
Ultrasonic pulse velocity ( UPV )
Unconfined Comp. Strength
Unconfined Comp. Strength - Core
Unconfined Comp. strength -1
Unconfined Comp. strength -2
Unconfined Comp. strength -3
Unconfined Comp. strength -4
Unconfined Comp. strength -5
Unconfined Comp. strength of rock
Unconfined Compression Strength(UCS)
Uncorrected marshall stability-Sample 1
Uncorrected marshall stability-Sample 2
Uncorrected marshall stability-Sample 3
Uncorrected Modulus of subgrade reaction(K Value)
Uncorrected Ultrasonic Pulse Velocity(km/sec)
Uniaxial Compressive Strength
Unloading Reading -1
Unloading Reading -2
Unloading Reading -3
Unloading Reading -4
Unloading Reading -5
Unsoaked
V Solid
V Total
V Voids
v) % Fines passing of the test material (Y)
v) Crushing Value
Vanadium
Velocity (km/sec)
Verification of design-Workability with strength for 7 & 28 days(3 cube each)
Vertical movement of the front legs
Vertical Stress
VFB
VG30
vi) Load taken for 10 % Fines,for the penetration of 20 mm (x)
vii) 10 % Fine Value
VIM
Viscosity at 150 degree C
Viscosity by saybolt furol viscometer
Viscosity of Bulb-B
Viscosity of Bulb-C
Viscosity Ratio at 60 degree C
Visual result observation
Visually Inspected Result-1
Visually Inspected Result-2
Visually Inspected Result-3
Visually Inspected Result-4
Visually Inspected Result-5
VMA
void
Void Content
Void Content (VFB)
Void Content (VMA)
voids content
Volatile Residue (Organic Residue)
Volume
Volume (cc)-1
Volume (cc)-2
Volume (cc)-3
Volume (B-C) -Sample 2
Volume (B-C) -Sample 3
Volume after removing aliquot(V2)
Volume in lit
Volume of all in aggregate
Volume of Block
Volume of block -1
Volume of block -2
Volume of block -3
Volume of cement
Volume of chemical Admixture
Volume of concrete
Volume of core (cc)
Volume of core coated with wax
Volume of dry soil pat -1
Volume of dry soil pat -2
Volume of dry soil pat -3
Volume of fly ash
Volume of mould
Volume of NaOH Added in ml(A)
Volume of soil in kerosene
Volume of soil in water
Volume of solution (ml)
Volume of Specimen (cc)-1
Volume of Specimen (cc)-2
Volume of Specimen (cc)-3
Volume of Specimen -1
Volume of Specimen -2
Volume of Specimen -3
Volume of water
Volume of wax
Volume of wet soil pat -2
Volume of wet soil pat -3
Volume of wet soil pat,cc-1(Density of Hg-13.56)
Volume-1
Volume-2
Volume-3
Volume-4
Volume-5
Volume-6
Volume-7
Volume-8
Volume-9
Volumne of container,in m3
W/C Ratio
W/C Ratio Selected
w1,SSD
w1,Wt of basket + sample in water ,A1
W2
w2, wt. of sample + sand + bottle
w2,wt of basket in water ,A2
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
Wall Thickness at any point
Water
Water Absorption
Water Absorption 1
Water Absorption 2
Water Absorption 3
Water Absorption 4
Water Absorption 5
Water absorption (%)
Water absorption and specific gravity
Water absorption of 10 mm Agg. (%)
Water absorption of 20 mm Agg. (%)
Water absorption of Crushed Sand (%)
Water absorption of Natural Sand (%)
Water Absorption-10 mm Agg
Water Absorption-20 mm Agg
Water added to fill 1000 ml with sample 1
Water added to fill 1000 ml with sample 2
Water added to fill 1000 ml with sample 3
Water content
Water content -2
Water content -3
Water content -4
Water content -5
Water Content,%
Water content-1
Water Demand(%)
Water Drinking Purpose-11 P-V
Water Drinking Purpose-18 P-V
Water Permeability Test (WPT)
Water resistance test
Water resistance test (BWP Grade)
Water resistance test (BWR Grade)
Water retentively %
Water soluble Chlorides ( Cl- )
Water test- Construction purpose
Water test- Drinking purpose
Water-cement ratio
Water-Drinking Purpose S
Water-STP
Weight
weight of container + Bitumen
Weight of container + Bitumen after 5hr heating
Weight of oven dry specimen (Wd)
Weight of oven dry specimen (Wd) (Seg-1)
Weight of oven dry specimen (Wd) (Seg-2)
Weight of saturated specimen (Ww)
Weight of saturated specimen (Ww) (Seg-1)
Weight of saturated specimen (Ww) (Seg-2)
Weight of (aggregate Increased weight of filter paper) gms(W3)
Weight of 200 pieces Retained on sieve
Weight of aggregate after extraction (W2) gms
Weight of Ash ( W3-W1)
Weight of beaker + residue (A)
Weight of beaker + residue (A)
Weight of Binder W4 =( W1 - W3) gms.
Weight of core in air
Weight of core in air coated with wax
Weight of core in water coated with wax
Weight of Crucible + Residue
Weight of crucible + sample
weight of crucible and lid = W1
weight of crucible,lid & ash =W3
weight of crucible,lid & sample =W2
Weight of cube 1
Weight of cube 2
Weight of cube 3
Weight of cube 1
Weight of cube 2
Weight of cube 3
Weight of cylinder + sample
Weight of dried residue=
Weight of empty beaker (C)
Weight of empty beaker C
weight of empty container
Weight of empty crucible
Weight of empty crucible
Weight of Empty Tray (gm)
Weight of filter paper
Weight of filter paper after extraction gms
Weight of filter paper after filtration with sample,(C)
Weight of filter paper after washing with D.W., (B)
Weight of fraction passing through thickness gauge
Weight of fraction retained on length gauge,gm
Weight of Material + Wt of Tray (gm)
Weight of mix (W1) gms
Weight of porcelein dish + sand +sample = W2
Weight of porcelein dish + sand = W1
Weight of porcelein dish = A
Weight of porcelein dish, sand &dried residue=W3
Weight of porcelein Sand = B
weight of residue
Weight of residue (A- C)
Weight of residue after ignition (B)
Weight of sample
Weight of sample passing 2.36 mm sieve
Weight of sample = W2-W1
Weight of sample -1
Weight of sample -4
Weight of sample -5
Weight Of Sample A
Weight of sample-1
Weight of sample-2
Weight of sample-3
Weight of Sand B
Weight of Sand in Cone (gm)
Weight of specimen
Weight of Specimen after Abrasion (16 Cycles)
Weight of suspended solids (C-B)
Weight of wax
Weight Per Meter
Weight Per Meter-SS
Weight Retained
Weight Retained,Sieve 0.075mm
Weight Retained,Sieve 0.180mm
Weight Retained,Sieve 0.425mm
Weight Retained,Sieve 0.600mm
Weight Retained,Sieve 100mm
Weight Retained,Sieve 11.2mm
Weight Retained,Sieve 125mm
Weight Retained,Sieve 13.2mm
Weight Retained,Sieve 2.00mm
Weight Retained,Sieve 2.36mm
Weight Retained,Sieve 20mm
Weight Retained,Sieve 22.4mm
Weight Retained,Sieve 26.5mm
Weight Retained,Sieve 4.75mm
Weight Retained,Sieve 45mm
Weight Retained,Sieve 5.6mm
Weight Retained,Sieve 50mm
Weight Retained,Sieve 53mm
Weight Retained,Sieve 63mm
Weight Retained,Sieve 75mm
Weight Retained,Sieve 9.5mm
Weight Retained,Sieve 90mm
Weight Retained,Sieve Pan
Weight with water
weight wt.of sample
weight wt.of sample-1
weight wt.of sample-2
weight wt.of sample-3
weight wt.of sample-4
Weight/Meter
weigth of ovan dry specimen
weigth of ovan dry specimen-1
weigth of ovan dry specimen-2
Welder Qualification- Structural steel
Wet Compressive strength
Wet Density (kg/lit)
Wet Transverse test
Wet Weight of sample
Width
Width 1
Width 1(mm)-1
Width 1(mm)-2
Width 1(mm)-3
Width 1-1
Width 1-2
Width 2
Width 2(mm)-1
Width 2(mm)-2
Width 2(mm)-3
Width 2-1
Width 2-2
Width 3
Width 3-1
Width 3-2
Width 4
Width 5
Width 6
Width 7
Width 8
Width of Specimen (cm)-1
Width of Specimen (cm)-2
Width of Specimen (cm)-3
Width of Specimen-1
Width of Specimen-2
Width of Specimen-3
Width of the foundation (m)
Width of Tile
Width ofSpecimen (cm)-2
Width ofSpecimen (cm)-3
Wight retained
With preparation of marshall mould
Without preparation of marshall mould
Workability with strength for 7,28 days
Wt .of sodium oxalate
Wt .of sodium oxalate taken for dilution
wt of core + sample (gm)
Wt of core 1
Wt of core 2
Wt of core 4
Wt of core 5
Wt of cube - 2
Wt of cube - 3
Wt of cube (kg) 1
Wt of cube 1
Wt of empty core
Wt of Insoluble Matter
wt of pipetted Bottom sample after 3hr heating[1]
wt of pipetted Bottom sample after 3hr heating[2]
wt of pipetted top sample after 3hr heating[1]
wt of pipetted top sample after 3hr heating[2]
Wt of sample (gm)
Wt of Sand + Cylinder after pouring (gm)
Wt of Sand + Cylinder before pouring (gm)
Wt of soil material from hole (gm)
Wt. after boiling-1
Wt. after boiling-2
Wt. after boiling-3
Wt. after boiling-4
Wt. after boiling-5
Wt. of 200 pieces
Wt. of bottle/wire basket + water + sample W2
Wt. of core -1
Wt. of sample passing 2.36 mm sieve (W2)
Wt. of sample retaining on 2.36 mm sieve
Wt. of sample retaining on 2.36 mm sieve
Wt. of wire basket in water + sample W2
Wt. retained
Wt.of 200 piececs
Wt.of bottle +water+Sample,gm
Wt.of bottle/wire basket+ water W3
Wt.of bottle+water
Wt.of residue obtain
Wt.of sand after dried W2
Wt.of sand after washed and dried W2
Wt.of water in ml / gm
Wt.of wire basket in water W3
Yellowness Index
Yield ( Plastic Density) of concrete in kg/cum
Yield Load
Yield Strength
Yield Strength(N/Sqmm)
Yield(Plastic densuty) of Concrete in kg/cum
Zinc (Zn)
Zinc Coating
Zinc Coating of barbed wire
Zinc Coating of Fencing wire
Zinc Coating of galvanized sheet
Zone of fine Agg.