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Qualcon Laboratories Private Limited
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Manage Testing Parameters
Test
Brunt Clay Bricks- Efflorescence
IS
IS 3495(Part 3) 1992
Procedure
BCB/TP/03
Time Req. To Test(Min.)
60.00
Sr. No.
Move
Validation
Other Details
For
Seq.
Parameter
Description
Data type
Display On Observation
Display On Certificate
Display Avg.
Formula
Test Method
Round
1
Observation
Test
412
ID mark
Numeric
Text
Bool
Yes
No
Yes
No
Yes
No
2
Observation
Test
413
Efflorescence Observation
Numeric
Text
Bool
Yes
No
Yes
No
Yes
No
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)
%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.