BIS - LIMS (Laboratory Information Management System)

Spectro SSA Labs Private Limited

R-489, Sector 8, MIDC, TTC Industrial Area, Rabale, Navi Mumbai-400701, Rabale, Thane, Maharashtra, 400701

9769696069 Ratan.Jotwani@xoin.eurofinsasia.com

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7 Results

S.No.

Indian Standard No.

Product

Grade / Type / Size / Designation etc.

Testing Charges (Excl. Of Taxes)

Validity Date

Remark

IS 1489 (Part 1) (2015)

Portland pozzolana cement - Specification: Part 1 fly Ash Based

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	2500	-
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1500	-
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1500	-
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1500	-
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	1000	-
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	1000	-
7 -Table 2- ii- b(Expansion after aeration- 4031 Part 3)	-	2000	-
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	2000	-
7 -Table 2- ii- a(Expansion after aeration - 4031 Part 3)	-	1500	-
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	1500	-
7 -Table 2- i(Fineness 4031 Part 2)	-	1000	-
7 -Table 2- vi(Drying Shrinkage- IS 4031 Part 10)	-	2500	-
7 -Table 2- iv- c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1500	-
7 -Table 2- iv- b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1500	-
7 -Table 2- iv- a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1500	-
7 -Table 2-iii- b(Setting Time Final- 4031 Part 5)	-	1000	-
7 -Table 2- iii- a(Setting Time Initial- 4031 Part 5)	-	1000	-
7 -Table 2- ii- b(Expansion after aeration- 4031 Part 3)	-	2000	-
7 -Table 2- ii- b(Expansion by Autoclave- 4031 Part 3)	-	2000	-
7 -Table 2- ii- a(Expansion after aeration - 4031 Part 3)	-	2000	-
7 -Table 2- ii- a(Expansion by Le Chatelier- 4031 Part 3)	-	1500	-
7 -Table 2- i(Fineness 4031 Part 2)	-	1000	-
11(Marking)	-	0	Facility not Available
11(MARKING)	-	0	Facility not Available
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	2000	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	1000	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	1000	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	1000	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	1000	-
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	1000	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	2000	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	1000	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	1000	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	1000	-
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	1000	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	2000	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	1000	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	1000	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	1000	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	1000	-
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	1000	-
6 - Table - 1 vi( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	2000	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	1000	-
6 - Table - 1 iv(Loss on ignition - Cl 7.1 of IS 4032:1985)	-	1000	-
6 - Table - 1 iii(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 7.3 of IS 4032:1985)	-	1000	-
6 - Table - 1 ii(Magnesia - Cl 7.2 of IS 4032:1985)	-	1000	-
6 - Table - 1 i(Insoluble residue - Cl 7.4 of IS 4032:1985)	-	1000	-
6 - Table - 1 v(Chloride content - Cl 4.13 of IS 4032:1985)	-	1000	-

10 Nov, 2028

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Transverse Strength-IS 4031 PART-8 (Optional)

IS 1237 (2012)

Cement Concrete Flooring Tiles - Specification

8500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	1000	-
Cl 12.2(Concavity & Convexity )	-	1000	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	1000	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	1000	-
Cl 12.5(Water absorption)	-	2000	-
Cl 12.6(Wet transverse strength )	-	3000	-
Cl 12.7(Resistance to wear)	-	3000	-
Cl 11(Suface Finish)	-	0	Facility not Available
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	1000	-
Cl 12.2(Concavity & Convexity )	-	1000	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	1000	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	1000	-
Cl 12.5(Water absorption)	-	2000	-
Cl 12.6(Wet transverse strength )	-	3000	-
Cl 12.7(Resistance to wear)	-	3000	-
Cl 11(Suface Finish)	-	0	Facility not Available
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	1000	-
Cl 12.2(Concavity & Convexity )	-	1000	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	1000	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	1000	-
Cl 12.5(Water absorption)	-	2000	-
Cl 12.6(Wet transverse strength )	-	3000	-
Cl 12.7(Resistance to wear)	-	3000	-
Cl 11(Suface Finish)	-	0	Facility not Available
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	1000	-
Cl 12.2(Concavity & Convexity )	-	1000	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	1000	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	1000	-
Cl 12.5(Water absorption)	-	2000	-
Cl 12.6(Wet transverse strength )	-	3000	-
Cl 12.7(Resistance to wear)	-	3000	-
Cl 11(Suface Finish)	-	0	Facility not Available
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	1000	-
Cl 12.2(Concavity & Convexity )	-	1000	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	1000	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	1000	-
Cl 12.5(Water absorption)	-	2000	-
Cl 12.6(Wet transverse strength )	-	3000	-
Cl 12.7(Resistance to wear)	-	3000	-
Cl 11(Suface Finish)	-	0	Facility not Available
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	1000	-
Cl 12.2(Concavity & Convexity )	-	1000	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	1000	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	1000	-
Cl 12.5(Water absorption)	-	2000	-
Cl 12.6(Wet transverse strength )	-	3000	-
Cl 12.7(Resistance to wear)	-	3000	-
Cl 11(Suface Finish)	-	0	Facility not Available
Cl 11(Suface Finish)	-	0	Facility not Available
Cl 12.7(Resistance to wear)	-	3000	-
Cl 12.6(Wet transverse strength )	-	3000	-
Cl 12.5(Water absorption)	-	2000	-
Cl 12.4(Shall not exceed 1 percent of the length of the edge.)	-	1000	-
Cl 12.3(The Maximum gap between the arms of the square and the edge of the title shall notexceed 2 percent of the length.)	-	1000	-
Cl 12.2(Concavity & Convexity )	-	1000	-
Cl 7.1(Length, Breadth, Minimum thickness, Difference in length of side between the longest side and shorterst side, Half tiles, Difference in Thickness between the thickest and thinnest tile, Thickness of wearing layer)	-	1000	-

10 Nov, 2028

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-

IS 13801 (2013)

Chequered Cement Concrete Tiles -

8500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.)	-	1000	-
Cl 12.1(Concavity & Convexity )	-	1500	-
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.)	-	1000	-
Cl 12.3(Shall not exceed 1 percent of the length of the edge.)	-	1000	-
Cl 12.4(Water absorption)	-	2000	-
Cl 12.6(Resistance to wear)	-	3000	-
Cl 12.5(Wet transverse strength)	-	3000	-
Cl 11(Finish)	-	0	Facility not Available
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.)	-	1000	-
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.)	-	1000	-
Cl 12.3(Shall not exceed 1 percent of the length of the edge.)	-	1000	-
Cl 12.4(Water absorption)	-	2000	-
Cl 12.5(Wet transverse strength)	-	3000	-
Cl 12.6(Resistance to wear)	-	3000	-
Cl 11(Finish)	-	0	Facility not Available
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.)	-	1000	-
Cl 12.1(Concavity & Convexity )	-	1000	-
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.)	-	1000	-
Cl 12.3(Shall not exceed 1 percent of the length of the edge.)	-	1000	-
Cl 12.4(Water absorption)	-	2000	-
Cl 12.5(Wet transverse strength)	-	3000	-
Cl 12.6(Resistance to wear)	-	3000	-
Cl 11(Finish)	-	0	Facility not Available
Cl 11(Finish)	-	0	Facility not Available
Cl 12.6(Resistance to wear)	-	3000	-
Cl 12.5(Wet transverse strength)	-	3000	-
Cl 12.4(Water absorption)	-	2000	-
Cl 12.3(Shall not exceed 1 percent of the length of the edge.)	-	1000	-
Cl 12.2(Longest gap between the arms of the square and the edge of the title shall not exceed 2 percent of the length.)	-	1000	-
Cl 12.1(Concavity & Convexity )	-	1000	-
(Cl 7, 8 &9)(Length, Breadth, Thickness, Difference in length of side between the longest side and shorterst side in the sample shall not exceed 1 mm, Half tiles, Difference in Thickness between the thickest and thinnest tile in the sample shall not exceed 10 percent of minimum thickness, Depth of chequred groove, Thickness of wearing layer.)	-	1000	-
8.3(Thickness of wearing layer)	-	1000	-
Annex G3.1(Aluminium oxide content)	-	0	-
Cl 12.1(Concavity & Convexity )	-	1000	-

10 Nov, 2028

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-

IS 1077 (1992)

Common burnt clay building bricks - Specification (Fifth Revision)

Designation 3.5 to 35 N/mm2

4000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
4.1(Common burnt clay bricks)	-	0	-
5(General Quality)	-	0	-
6.1(Dimensions)	-	1000	-
6.2(Tolerances)	-	0	-
7.1(Compressive strength)	-	2500	-
7.2(Water Absorption)	-	1500	-
9(Marking)	-	0	Facility not Available
7.3(Efflorescence)	-	2000	-

10 Nov, 2028

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-

IS 2185 : Part 3 (1984)

Concrete Masonry Units Part 3 Autoclaved Cellular Aerated Concrete Blocks

Grade 1 and Grade 2

10000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
8.2(Physical requirments-Dimensions-Length)	-	1000	-
8.2(Physical requirments-Dimensions-Height)	-	1000	-
8.2(Physical requirments-Dimensions-Width)	-	1000	-
8.3(Physical requirments- Block density)	-	2000	-
8.4(Physical requirments- Compressive strength)	-	3500	-
8.6( Drying Shrinkage )	-	2500	-
8.4, 9.2 & 11.3(Indivisual Moisture Content)	-	2000	-
8.4, 9.2 & 11.3(Indivisual Bulk density)	-	3500	-
8.4, 9.2 & 11.3 & Table 1(Indivisual Compressive strength)	-	3500	-
8.3 & 9.1(Indivisual Moisture Content)	-	2000	-
8.3 & 9.1 Table 1(Indivisual Block Density)	-	2000	-
3.2 & 8.2(Indivisual Height)	-	1000	-
3.2 & 8.2(Indivisual Width)	-	1000	-
8.6, 9.4 & 11.5(Grade)	-	0	Facility not Available
3.4(Special Faces)	-	0	Facility not Available
3.3(Faces & Arises)	-	0	Facility not Available
3.1(Shape)	-	0	Facility not Available
8.1.1(General (Exposed wall construction))	-	0	Facility not Available
5(MATERIALS)	-	0	Facility not Available
7(SURFACE TEXTURE AND FINISH)	-	0	Facility not Available
15(Marking)	-	0	Facility not Available
8(Physical requirments)	-	0	-
3.2 & 8.2(Indivisual Length)	-	1000	-
8.5(Thermal Conductivity)	-	0	-
9.3(Thermal Conductivity)	-	0	-

10 Nov, 2028

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-

IS 2185 : Part 1 (2005)

Concrete masonry units - Specification: Part 1 hollow and solid concrete blocks (Third Revision)

12500 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
9.1(PHYSICAL REQUIREMENTS-General)	-	0	-
9.2 & 4.2(PHYSICAL REQUIREMENTS-Nominal Dimensions 1.Length 2.Hight 3. Width)	-	1000	-
9.2 & 4.2.3(Nominal Dimensions-variation in the length of units )	-	1000	-
9.2 & 4.2.3(Nominal Dimensions -variation in height and width of units )	-	1000	-
9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of the face shell)	-	1000	-
9.2 & 4.2.4, Table-1(Nominal Dimensions-thickness of the Web shell)	-	1000	-
9.3 & 5.1 & 5.2 Table 2(PHYSICAL REQUIREMENTS-Blocks Density - 1.Hollow (Open and Closed Cavity) Concrete Block- Grade Aor Grade B 2.Solid Concrete Block — Grade C)	-	2000	-
9.4- Table 2(PHYSICAL REQUIREMENTS - Compressive Strength 1.Minimum Average Compressive Strength of Units 2.Minimum Average Compressive Strength of Individual Unit)	-	4000	-
9.5(PHYSICAL REQUIREMENTS -Water Absorption)	-	2000	-
9.6(PHYSICAL REQUIREMENTS -Drying Shrinkage)	-	2500	-
9.7(PHYSICAL REQUIREMENTS -Moisture Movement)	-	2000	-

10 Nov, 2028

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-

IS 269 (2015)

Ordinary portland cement - Specification (Sixth Revision)

OPC 33, 43, 43S, 53, 53S

8000 View breakup
-

Clause No.	Exclusion	Testing Charges (Excl. Of Taxes)	Remark
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iii b(Setting Time Final)	-	1000	-
7 Table-3 iii a(Setting Time Initial)	-	1000	-
7 Table-3 ii b(Expansion after aeration)	-	2000	-
7 Table-3 ii a(Expansion after aeration)	-	2000	-
7 Table-3 i.(Fineness)	-	1000	-
6.1 Table-2 viii(Alkali content)	-	1500	-
6.1 Table-2 vii(Chloride content)	-	1000	-
6.1 Table-2 vi(Loss on ignition)	-	1000	-
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	1000	-
6.1 Table-2 iv(Magnesia)	-	1000	-
6.1 Table-2 iii.(Insoluble residue)	-	1000	-
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	1000	-
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	1000	-
6 - Table - 1 viii(Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1500	-
6 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985)	-	1000	-
6 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	1000	-
6 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	1000	-
6 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	1000	-
6 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	1000	-
6 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	1000	-
6 - Table - 1 vii(Chloride content - Cl 4.13 of IS 4032:1985)	-	1000	-
6 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	1000	-
6.1 Table-2 viii(Alkali content)	-	1500	-
6.1 Table-2 vii(Chloride content)	-	1000	-
6.1 Table-2 vi(Loss on ignition)	-	1000	-
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	1000	-
6.1 Table-2 iv(Magnesia)	-	1000	-
6.1 Table-2 iii.(Insoluble residue)	-	1000	-
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	1000	-
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	1000	-
6 - Table - 1 viii( Alkali content as (Na2O + 0.658 K2O) - Cl 4.11 of IS 4032:1985)	-	1500	-
6 - Table - 1 vi(Loss on ignition - Cl 4.2 of IS 4032:1985)	-	1000	-
6 - Table - 1 v(Total Sulphur Content calculated as Sulphuric Anhydride (SO3) - Cl 4.9 of IS 4032:1985)	-	1000	-
6 - Table - 1 iv(Magnesia - Cl 4.8 of IS 4032:1985)	-	1000	-
6 - Table - 1 iii(Insoluble residue - Cl 4.10 of IS 4032:1985)	-	1000	-
6 - Table - 1 ii(Ratio of percentage of alumina to that of iron oxide - Cl 4 of IS 4032:1985)	-	1000	-
6 - Table - 1 i(Ratio of percentage of lime to percentages of silica, alumina and iron oxide - Cl 4 of IS 4032:1985)	-	1000	-
6.1 Table-2 viii(Alkali content)	-	1500	-
6.1 Table-2 vii(Chloride content)	-	1000	-
6.1 Table-2 vi(Loss on ignition)	-	1000	-
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	1000	-
6.1 Table-2 iv(Magnesia)	-	1000	-
6.1 Table-2 iii.(Insoluble residue)	-	1000	-
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	1000	-
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	1000	-
6.1 Table-2 i.(Ratio of percentage of lime to percentage of silica, alumina and iron oxide)	-	1000	-
6.1 Table-2 ii.(Ratio of percentage of alumina to that of iron oxide)	-	1000	-
6.1 Table-2 iii.(Insoluble residue)	-	1000	-
6.1 Table-2 iv(Magnesia)	-	1000	-
6.1 Table-2 v(Total Sulphur Content calculated as Sulphuric Anhydride)	-	1000	-
6.1 Table-2 vi(Loss on ignition)	-	1000	-
6.1 Table-2 vii(Chloride content)	-	1000	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 ii b(Expansion by Autoclave)	-	1000	-
7 Table-3 ii a(Expansion by Le Chatelier)	-	1000	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iii b(Setting Time Final)	-	1000	-
7 Table-3 iii a(Setting Time Initial)	-	1000	-
7 Table-3 ii b(Expansion after aeration)	-	2000	-
7 Table-3 ii b(Expansion by Autoclave)	-	1000	-
7 Table-3 ii a(Expansion after aeration)	-	2000	-
7 Table-3 ii a(Expansion by Le Chatelier)	-	1000	-
7 Table-3 i.(Fineness)	-	0	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	0	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iii b(Setting Time Final)	-	1000	-
7 Table-3 iii a(Setting Time Initial)	-	1000	-
7 Table-3 ii b(Expansion after aeration)	-	2000	-
7 Table-3 ii b(Expansion by Autoclave)	-	1000	-
7 Table-3 ii a(Expansion after aeration)	-	1000	-
7 Table-3 ii a(Expansion by Le Chatelier)	-	1000	-
7 Table-3 i.(Fineness)	-	1000	-
7 Table-3 i.(Fineness)	-	1000	-
7 Table-3 ii a(Expansion by Le Chatelier)	-	1000	-
7 Table-3 ii a(Expansion after aeration)	-	2000	-
7 Table-3 ii b(Expansion by Autoclave)	-	1000	-
7 Table-3 ii b(Expansion after aeration)	-	2000	-
7 Table-3 iii a(Setting Time Initial)	-	1000	-
7 Table-3 iii b(Setting Time Final)	-	1000	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv a(Compressive Strength At 72 hrs ± 1 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv b(Compressive Strength At 168 hrs ± 2 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	-
7 Table-3 iv c(Compressive Strength At 672 hrs ± 4 hr - IS 4031 Part 6)	-	1000	-

10 Nov, 2028

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Transverse Strength-IS 4031 PART-8 (Optional)

Bureau of Indian Standards

The National Standards Body of India

Spectro SSA Labs Private Limited

R-489, Sector 8, MIDC, TTC Industrial Area, Rabale, Navi Mumbai-400701, Rabale, Thane, Maharashtra, 400701

9769696069 Ratan.Jotwani@xoin.eurofinsasia.com

Scope List