plain and reinforced concrete laboratorymtr.uet.edu.pk/civil/2020/clr/march/4-3-20.pdf ·...
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To: Abdullah Hussain (Resident Engineer)
E&PHE Div., NESPAK (Pvt.) Ltd. Lahore / (M/s HCSProject: Public Spaces Upgradation of Existing Parks in Sahiwal & Sialkot (Lotof 4 Existing Parks in Sialkot)
Our Ref. No. CL/CED/
Your Ref. No. Nespak/SAH/UET/08
COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers
Specimens received on: 24-02
Sr.
No.
Mark*
Casting Date*/Wet
Weight
(gms)
1 Rectangular Grey
2 Rectangular Grey
3 Rectangular Grey
4 Rectangular Red
5 Rectangular Red
6 Rectangular Red
7
8
9
10
11
12
13
14
15
16
Results can also be seen on website
* as engraved on the specimens (if any)
** BS3921 requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength**** ACI318-08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
be interpreted in the light of above factors by the engineer.
supervisor(lab)
Plain and Reinforced Concrete Laboratory
Department of Civil Engineering University of Engineering and Technology, Lahore
Phone Nos. 042
Abdullah Hussain (Resident Engineer)
E&PHE Div., NESPAK (Pvt.) Ltd. Lahore / (M/s HCS-MASTIC JV)Project: Public Spaces Upgradation of Existing Parks in Sahiwal & Sialkot (Lot
in Sialkot)
9978 Dated:
Nespak/SAH/UET/08 Dated:
COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers
02-20 Tested on: 03-03
Casting Date*
Size Weight Area of
/Wet Weight
(in) (lbs./gms) X-Section
(gms) (Sq. in)
7.8x3.8x2.3 2731 29.64
7.8x3.8x2.3 2726 29.64
7.8x3.8x2.3 2772 29.64
7.8x3.8x2.3 2731 29.64
7.8x3.8x2.3 2718 29.64
7.8x3.8x2.3 2739 29.64
Results can also be seen on website http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
* as engraved on the specimens (if any)
BS3921 requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength
08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
interpreted in the light of above factors by the engineer.
Director/Dy. Director Concrete Laboratory
Plain and Reinforced Concrete Laboratory
Department of Civil Engineering University of Engineering and Technology, Lahore
Phone Nos. 042-99029202, 042-99029217
MASTIC JV) Project: Public Spaces Upgradation of Existing Parks in Sahiwal & Sialkot (Lot-2: Works for Upgradation
04-03-20
24-02-20
COMPRESSION TEST REPORT
03-20 in dry/wet condition
Area of Ultimate Ultimate
RemarksSection load Stress
(Sq. in) (Tons/lbs) (Psi)
29.64 103 7660
29.64 108 8040
29.64 112 8330
29.64 90 6700
29.64 120 8930
29.64 90 6700
http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
BS3921 requires average of ten clay brick samples for crushing strength and water absorption *** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength
08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratory The laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
Director/Dy. Director Concrete Laboratory
9993
Dr. Aqsa
2: Works for Upgradation
Remarks
http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
The laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
Director/Dy. Director Concrete Laboratory
To: Muhammad Affan (Project Manager)
ICON Residencia, Lahore
Project: Raft Foundation
Our Ref. No. CL/CED/
Your Ref. No.
COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers
Specimens received on: 26-02
Sr.
No.
Mark*
Casting Date*
/Wet Weight
(gms)
1 4000 Psi 18 1
2 4000 Psi 18 1
3 4000 Psi 18 1
4
5
6
7
8
9
10
11
12
13
14
15
16
Results can also be seen on website
* as engraved on the specimens (if any)
** BS3921 requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength**** ACI318-08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
be interpreted in the light of above factors by the engineer.
supervisor(lab)
Plain and Reinforced Concrete Laboratory
Department of Civil Engineering University of Engineering and Technology, Lahore
Phone Nos. 042-99029202, 042
Muhammad Affan (Project Manager)
ICON Residencia, Lahore
Project: Raft Foundation
9979 Dated: 04
Nil Dated: 24
COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers
02-20 Tested on: 27-02-
Casting Date* Size Weight Area of
/Wet Weight (in) (lbs./gms) X-
Section
(gms) (Sq. in)
2020 6Diax12 14 28.28
2020 6Diax12 14 28.28
2020 6Diax12 14 28.28
Results can also be seen on website http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
* as engraved on the specimens (if any)
BS3921 requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength
08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
interpreted in the light of above factors by the engineer.
Director/Dy. Director Concrete Laboratory
Plain and Reinforced Concrete Laboratory
Department of Civil Engineering University of Engineering and Technology, Lahore
99029202, 042-99029217
Dr. Aqsa
04-03-20
24-02-20
COMPRESSION TEST REPORT
-20 in dry/wet condition
Area of Ultimate Ultimate
RemarksSection
load Stress
(Sq. in) (Tons/lbs) (Psi)
28.28 36 2810 Non Engraved
28.28 37 2890 Non Engraved
28.28 43 3360 Non Engraved
http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
BS3921 requires average of ten clay brick samples for crushing strength and water absorption *** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength
08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratory The laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
Director/Dy. Director Concrete Laboratory
10013
Dr. Aqsa
Remarks
Non Engraved
Non Engraved
Non Engraved
http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
The laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
Director/Dy. Director Concrete Laboratory
To: M. Sohail Anjum (Project Manager)
P-156Gulberg-II, Lahore
Project: Construction of P
Our Ref. No. CL/CED/
Your Ref. No.
COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers
Specimens received on: 26-02
Sr.
No.
Mark*
Casting Date*
/Wet Weight
(gms)
1 366 (3000 Psi) 18 2
2 367 (3000 Psi) 18 2
3 368 (3000 Psi) 18 2
4
5
6
7
8
9
10
11
12
13
14
15
16
Results can also be seen on website
* as engraved on the specimens (if any)
** BS3921 requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength**** ACI318-08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
be interpreted in the light of above factors by the engineer.
supervisor(lab)
Plain and Reinforced Concrete Laboratory
Department of Civil Engineering University of Engineering and Technology, Lahore
Phone Nos. 042
M. Sohail Anjum (Project Manager)
Project: Construction of P-156Gulberg-II, Lahore
9980 Dated:
P-156-087 Dated:
COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers
02-20 Tested on: 27-02
Casting Date* Size Weight Area of
/Wet Weight (in) (lbs./gms) X-
Section
(gms) (Sq. in)
2020 6Diax12 14 28.28
2020 6Diax12 14 28.28
2020 6Diax12 14 28.28
Results can also be seen on website http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
* as engraved on the specimens (if any)
BS3921 requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength
08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
interpreted in the light of above factors by the engineer.
Director/Dy. Director Concrete Laboratory
Plain and Reinforced Concrete Laboratory
Department of Civil Engineering University of Engineering and Technology, Lahore
Phone Nos. 042-99029202, 042-99029217
Dr. Aqsa
04-03-20
26-02-20
COMPRESSION TEST REPORT
02-20 in dry/wet condition
Area of Ultimate Ultimate
Remarks-
Section load Stress
(Sq. in) (Tons/lbs) (Psi)
28.28 22 1720 Non Engraved
28.28 19 1490 Non Engraved
28.28 10 780 Non Engraved
http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
BS3921 requires average of ten clay brick samples for crushing strength and water absorption *** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength
08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratory The laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
Director/Dy. Director Concrete Laboratory
10014
Dr. Aqsa
Remarks
Non Engraved
Non Engraved
Non Engraved
http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
The laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
Director/Dy. Director Concrete Laboratory
To: M. Sohail Anjum (Project Manager)
P-156Gulberg-II, Lahore
Project: Construction of P
Our Ref. No. CL/CED/
Your Ref. No.
COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers
Specimens received on: 02-03
Sr.
No.
Mark*
Casting Date*
/Wet Weight
(gms)
1 376 (3000 Psi) 21 2
2 377 (3000 Psi) 21 2
3 378 (3000 Psi) 21 2
4
5
6
7
8
9
10
11
12
13
14
15
16
Results can also be seen on website
* as engraved on the specimens (if any)
** BS3921 requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength**** ACI318-08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
be interpreted in the light of above factors by the engineer.
supervisor(lab)
Plain and Reinforced Concrete Laboratory
Department of Civil Engineering University of Engineering and Technology, Lahore
Phone Nos. 042-99029202, 042
M. Sohail Anjum (Project Manager)
Project: Construction of P-156Gulberg-II, Lahore
9981 Dated:
P-156-089 Dated:
COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers
03-20 Tested on: 03-03
Casting Date* Size Weight Area of
/Wet Weight (in) (lbs./gms) X-
Section
(gms) (Sq. in)
2020 6Diax12 14 28.28
2020 6Diax12 14 28.28
2020 6Diax12 14 28.28
Results can also be seen on website http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
* as engraved on the specimens (if any)
BS3921 requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength
08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
interpreted in the light of above factors by the engineer.
Director/Dy. Director Concrete Laboratory
Plain and Reinforced Concrete Laboratory
Department of Civil Engineering University of Engineering and Technology, Lahore
99029202, 042-99029217
Dr. Aqsa
04-03-20
02-03-20
COMPRESSION TEST REPORT
03-20 in dry/wet condition
Area of Ultimate Ultimate
Remarks-
Section load Stress
(Sq. in) (Tons/lbs) (Psi)
28.28 31 2420 Non Engraved
28.28 27 2110 Non Engraved
28.28 31 2420 Non Engraved
http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
BS3921 requires average of ten clay brick samples for crushing strength and water absorption *** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength
08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratory The laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
Director/Dy. Director Concrete Laboratory
10030
Dr. Aqsa
Remarks
Non Engraved
Non Engraved
Non Engraved
http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
The laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
Director/Dy. Director Concrete Laboratory
To: M. Sohail Anjum (Project Manager)
P-156Gulberg-II, Lahore
Project: Construction of P
Our Ref. No. CL/CED/
Your Ref. No.
COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers
Specimens received on: 02-
Sr.
No.
Mark*
Casting Date*
/Wet
(gms)
1 305 (3000 Psi) 1 2
2 306 (3000 Psi) 1 2
3 307 (3000 Psi) 1 2
4
5
6
7
8
9
10
11
12
13
14
15
16
Results can also be seen on website
* as engraved on the specimens (if any)
** BS3921 requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength**** ACI318-08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
be interpreted in the light of above factors by the engineer.
supervisor(lab)
Plain and Reinforced Concrete Laboratory
Department of Civil Engineering University of Engineering and Technology, Lahore
Phone Nos. 042
M. Sohail Anjum (Project Manager)
Project: Construction of P-156Gulberg-II, Lahore
9982 Dated:
P-156-088 Dated:
COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers
-03-20 Tested on: 03-03
Casting Date* Size Weight Area of
/Wet Weight (in) (lbs./gms) X
Section
(gms) (Sq. in)
2020 6Diax12 14 28.28
2020 6Diax12 14 28.28
2020 6Diax12 14 28.28
Results can also be seen on website http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
* as engraved on the specimens (if any)
requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength
08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
interpreted in the light of above factors by the engineer.
Director/Dy. Director Concrete Laboratory
Plain and Reinforced Concrete Laboratory
Department of Civil Engineering University of Engineering and Technology, Lahore
Phone Nos. 042-99029202, 042-99029217
04-03-20
02-03-20
COMPRESSION TEST REPORT
03-20 in dry/wet condition
Area of Ultimate Ultimate
RemarksX-
Section load Stress
(Sq. in) (Tons/lbs) (Psi)
28.28 42 3280 Non Engraved
28.28 38 2970 Non Engraved
28.28 39 3040 Non Engraved
http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
requires average of ten clay brick samples for crushing strength and water absorption *** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength
08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratory The laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
Director/Dy. Director Concrete Laboratory
10030
Dr. Aqsa
Remarks
Non Engraved
Non Engraved
Non Engraved
http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
The laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
Director/Dy. Director Concrete Laboratory
To: Adnan Jamil (Resident Engineer)
Amad Anwar & Partners, Lahore
Project: RCC Third Floor Slab of 139 CCA Phase
Our Ref. No. CL/CED/
Your Ref. No.
COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers
Specimens received on: 26-02
Sr.
No.
Mark*
Casting Date*
/Wet Weight
(gms)
1 (3000 Psi) 29 1
2 (3000 Psi) 29 1
3 (3000 Psi) 29 1
4
5
6
7
8
9
10
11
12
13
14
15
16
Results can also be seen on website
* as engraved on the specimens (if any)
** BS3921 requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength**** ACI318-08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
be interpreted in the light of above factors by the engineer.
supervisor(lab)
Plain and Reinforced Concrete Laboratory
Department of Civil Engineering University of Engineering and Technology, Lahore
Phone Nos. 042-99029202, 042
Adnan Jamil (Resident Engineer)
Amad Anwar & Partners, Lahore
Project: RCC Third Floor Slab of 139 CCA Phase-V, DHA Lahore
9983 Dated:
Nil Dated:
COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers
02-20 Tested on: 27-02-
Casting Date* Size Weight Area of
/Wet Weight (in) (lbs./gms) X-
Section
(gms) (Sq. in)
2020 6Diax12 14 28.28
2020 6Diax12 14 28.28
2020 6Diax12 14 28.28
Results can also be seen on website http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
* as engraved on the specimens (if any)
BS3921 requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength
08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
interpreted in the light of above factors by the engineer.
Director/Dy. Director Concrete Laboratory
Plain and Reinforced Concrete Laboratory
Department of Civil Engineering University of Engineering and Technology, Lahore
99029202, 042-99029217
Dr. Aqsa
V, DHA Lahore
04-03-20
26-02-20
COMPRESSION TEST REPORT
-20 in dry/wet condition
Area of Ultimate Ultimate
RemarksSection
load Stress
(Sq. in) (Tons/lbs) (Psi)
28.28 71 5540 Non Engraved
28.28 59 4600 Non Engraved
28.28 43 3360 Non Engraved
http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
BS3921 requires average of ten clay brick samples for crushing strength and water absorption *** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength
08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratory The laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
Director/Dy. Director Concrete Laboratory
10015
Dr. Aqsa
Remarks
Non Engraved
Non Engraved
Non Engraved
http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
The laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
Director/Dy. Director Concrete Laboratory
To: Assistant Resident Engineer
ES Consultants (Pvt.) Ltd. LahoreProject: Construction of Additional Class Rooms in Selected Schools of Punjab (PackagePrimary School Naseerabab
Our Ref. No. CL/CED/
Your Ref. No. ESC/PMIU/P2/0060
COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers
Specimens received on: 26-02
Sr.
No.
Mark*
Casting Date*
/Wet Weight
(gms)
1 31 1
2 31 1
3
4
5
6
7
8
9
10
11
12
13
14
15
16
Results can also be seen on website
* as engraved on the specimens (if any)
** BS3921 requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength**** ACI318-08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to be interpreted in the light of above factors by the engineer.
supervisor(lab)
Plain and Reinforced Concrete Laboratory
Department of Civil Engineering University of Engineering and Technology, Lahore
Phone Nos. 042-99029202, 042
Assistant Resident Engineer
ES Consultants (Pvt.) Ltd. Lahore Project: Construction of Additional Class Rooms in Selected Schools of Punjab (PackagePrimary School Naseerabab Distt. Kasur, Tehsil Kasur)
9984 Dated: 04-
ESC/PMIU/P2/0060 Dated: 26-
COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers
02-20 Tested on: 27-02-20
Casting Date* Size Weight Area of
/Wet Weight (in) (lbs./gms) X-
Section
(gms) (Sq. in)
2020 6x6x6 8.2 36
2020 6x6x6 8.2 36
Results can also be seen on website http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
* as engraved on the specimens (if any)
** BS3921 requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength
08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
interpreted in the light of above factors by the
Director/Dy. Director Concrete Laboratory
Plain and Reinforced Concrete Laboratory
Department of Civil Engineering University of Engineering and Technology, Lahore
99029202, 042-99029217
Project: Construction of Additional Class Rooms in Selected Schools of Punjab (Package-2) (Govt
-03-20
-02-20
COMPRESSION TEST REPORT
in dry/wet condition
Ultimate Ultimate
Remarks
load Stress
(Tons/lbs) (Psi)
36 2210 Non Engraved
37 2270 Non Engraved
http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
** BS3921 requires average of ten clay brick samples for crushing strength and water absorption *** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength
08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratory The laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
Director/Dy. Director Concrete Laboratory
10016
Dr. Aqsa
2) (Govt Girls
Remarks
Non Engraved
Non Engraved
http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
The laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
Director/Dy. Director Concrete Laboratory
To: Malik Faisal Hussain Awan (Material Engineer)
Tetra Engineering Pvt. Ltd. Lahore (Arif Associates Lahore)
Project: IHPL Gulberg Lahore
Our Ref. No. CL/CED/
Your Ref. No. Tetra/BD
COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers
Specimens received on: 26-02
Sr.
No.
Mark*
Casting Date*
/Wet Weight
(gms)
1 (2 / 5000) 12 2
2 (3 / 5000) 12 2
3 (6 / 5000) 12 2
4 (1 / 6000) 12 2
5 (5 / 6000) 12 2
6 (6 / 6000) 12 2
7 (3 / 7000) 12 2
8 (7 / 7000) 12 2
9 (8 / 7000) 12 2
10
11
12
13
14
15
16
Results can also be seen on website
* as engraved on the specimens (if any)
** BS3921 requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength**** ACI318-08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
be interpreted in the light of above factors by the engineer.
supervisor(lab)
Plain and Reinforced Concrete Laboratory
Department of Civil Engineering University of Engineering and Technology, Lahore
Phone Nos. 042-
Malik Faisal Hussain Awan (Material Engineer)
Tetra Engineering Pvt. Ltd. Lahore (Arif Associates Lahore)
Project: IHPL Gulberg Lahore
9985 Dated:
Tetra/BD-01202/2020 Dated:
COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers
02-20 Tested on: 27-02
Casting Date* Size Weight Area of
Weight (in) (lbs./gms) X-Section
(gms) (Sq. in)
2020 6Diax12 14 28.28
2020 6Diax12 14 28.28
2020 6Diax12 13.2 28.28
2020 6Diax12 14 28.28
2020 6Diax12 14 28.28
2020 6Diax12 13.4 28.28
2020 6Diax12 14 28.28
2020 6Diax12 14 28.28
2020 6Diax12 14 28.28
Results can also be seen on website http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
* as engraved on the specimens (if any)
requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength
08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
interpreted in the light of above factors by the engineer.
Director/Dy. Director Concrete Laboratory
Plain and Reinforced Concrete Laboratory
Department of Civil Engineering University of Engineering and Technology, Lahore
-99029202, 042-99029217
Tetra Engineering Pvt. Ltd. Lahore (Arif Associates Lahore)
04-03-20
25-02-20
COMPRESSION TEST REPORT
02-20 in dry/wet condition
Area of Ultimate Ultimate
RemarksSection load Stress
(Sq. in) (Tons/lbs) (Psi)
28.28 41 3200 Non Engraved
28.28 57 4450 Non Engraved
28.28 63 4910 Non Engraved
28.28 69 5380 Non Engraved
28.28 76 5930 Non Engraved
28.28 68 5300 Non Engraved
28.28 67 5230 Non Engraved
28.28 58 4520 Non Engraved
28.28 74 5770 Non Engraved
http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
requires average of ten clay brick samples for crushing strength and water absorption *** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength
08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratory The laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
Director/Dy. Director Concrete Laboratory
10017
Dr. Aqsa
Remarks
Non Engraved
Non Engraved
Non Engraved
Non Engraved
Non Engraved
Non Engraved
Non Engraved
Non Engraved
Non Engraved
http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
The laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
Director/Dy. Director Concrete Laboratory
To: M. Sohail Wali (Resident Engineer
H&TE Div., Nespak (Pvt.) Ltd. Lahore / (M/S A.W Enterprises)Project: Upgradation of Radiology/Specialties Department at Service Hospital Lahore, (Construction of 03 Sides Roads Arround Building)
Our Ref. No. CL/CED/
Your Ref. No. 3772/SIMS/3SR/020/MSW/04
COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers
Specimens received on: 26-02
Sr.
No.
Mark*
Casting Date*/Wet
Weight
(gms)
1 Rectangular Grey
2 Rectangular Grey
3 Rectangular Grey
4
5
6
7
8
9
10
11
12
13
14
15
16
Results can also be seen on website
* as engraved on the specimens (if any)
** BS3921 requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength**** ACI318-08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
be interpreted in the light of above factors by the engineer.
supervisor(lab)
Plain and Reinforced Concrete Laboratory
Department of Civil Engineering University of Engineering and Technology, Lahore
Phone Nos. 042
M. Sohail Wali (Resident Engineer-II)
H&TE Div., Nespak (Pvt.) Ltd. Lahore / (M/S A.W Enterprises)Project: Upgradation of Radiology/Specialties Department at Service Hospital Lahore, (Construction of 03 Sides Roads Arround Building)
9986 Dated:
3772/SIMS/3SR/020/MSW/04 Dated:
COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers
02-20 Tested on:
Casting Date*
Size Weight
/Wet Weight
(in) (lbs./gms)
(gms)
7.8x3.8x2.2 2747
7.8x3.8x2.2 2776
7.8x3.8x2.2 2769
Results can also be seen on website http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
* as engraved on the specimens (if any)
** BS3921 requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength
08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
interpreted in the light of above factors by the engineer.
Director/Dy. Director Concrete Laboratory
Plain and Reinforced Concrete Laboratory
Department of Civil Engineering University of Engineering and Technology, Lahore
Phone Nos. 042-99029202, 042-99029217
H&TE Div., Nespak (Pvt.) Ltd. Lahore / (M/S A.W Enterprises) Project: Upgradation of Radiology/Specialties Department at Service Hospital Lahore, (Construction of 03
04-03-20
27-01-20
COMPRESSION TEST REPORT
03-03-20 in dry/wet condition
Area of Ultimate Ultimate
RemarksX-
Section load Stress
(Sq. in) (Tons/lbs) (Psi)
29.64 99 7370
29.64 138 10270
29.64 127 9450
http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
** BS3921 requires average of ten clay brick samples for crushing strength and water absorption *** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength
08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratory The laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
Director/Dy. Director Concrete Laboratory
10018
Dr. Aqsa
Project: Upgradation of Radiology/Specialties Department at Service Hospital Lahore, (Construction of 03
Remarks
http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
The laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
Director/Dy. Director Concrete Laboratory
To: M. Sohail Wali (Resident Engineer
H&TE Div., Nespak (Pvt.) Ltd. Lahore / (M/S A.W Enterprises)Project: Upgradation of Radiology/Specialties Department at Service Hospital, Lahore (Construction of 03 Sides Roads Arround Building)
Our Ref. No. CL/CED/
Your Ref. No. 3772/SIMS/3SR/020/MSW/03
COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers
Specimens received on: 26-02
Sr.
No.
Mark*
Casting Date*/Wet
Weight
(gms)
1 Kerb Stone
2 Kerb Stone
3 Kerb Stone
4
5
6
7
8
9
10
11
12
13
14
15
16
Results can also be seen on website
* as engraved on the specimens (if any)
** BS3921 requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength**** ACI318-08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
be interpreted in the light of above factors by the engineer.
supervisor(lab)
Plain and Reinforced Concrete Laboratory
Department of Civil Engineering University of Engineering and Technology, Lahore
Phone Nos. 042
M. Sohail Wali (Resident Engineer-II)
H&TE Div., Nespak (Pvt.) Ltd. Lahore / (M/S A.W Enterprises)Project: Upgradation of Radiology/Specialties Department at Service Hospital, Lahore (Construction of
Arround Building)
9987 Dated:
3772/SIMS/3SR/020/MSW/03 Dated:
COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers
02-20 Tested on: 03
Casting Date*
Size Weight Area of
/Wet Weight
(in) (lbs./gms) Section
(gms) (Sq. in)
6x6x6 8.1
6x6x6 8.2
6x6x6 8.2
Results can also be seen on website http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
* as engraved on the specimens (if any)
BS3921 requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength
08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
interpreted in the light of above factors by the engineer.
Director/Dy. Director Concrete Laboratory
Plain and Reinforced Concrete Laboratory
Department of Civil Engineering University of Engineering and Technology, Lahore
Phone Nos. 042-99029202, 042-99029217
H&TE Div., Nespak (Pvt.) Ltd. Lahore / (M/S A.W Enterprises) Project: Upgradation of Radiology/Specialties Department at Service Hospital, Lahore (Construction of
04-03-20
22-01-20
COMPRESSION TEST REPORT
03-03-20 in dry/wet condition
Area of Ultimate Ultimate
RemarksX-
Section load Stress
(Sq. in) (Tons/lbs) (Psi)
36 72 4410 Cut Cube
36 56 3430 Cut Cube
36 59 3620 Cut Cube
http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
BS3921 requires average of ten clay brick samples for crushing strength and water absorption *** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength
08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratory The laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
Director/Dy. Director Concrete Laboratory
10018
Dr. Aqsa
Project: Upgradation of Radiology/Specialties Department at Service Hospital, Lahore (Construction of
Remarks
Cut Cube
Cut Cube
Cut Cube
http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
The laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
Director/Dy. Director Concrete Laboratory
To: Engr. Ghulam Sarwar (Resident Engineer)
Velosi Integrity & Safety Pakistan (Pvt.) Ltd.Project: Construction of New Dispatch Office, Computer Base Interlockin and Central Control Building at Lahore Railway Station
Our Ref. No. CL/CED/
Your Ref. No. V84
COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers
Specimens received on: 27-
Sr.
No.
Mark*
Casting Date*
/Wet Weight
(gms)
1 First / 2nd Floor 24 1
2 First / 2nd Floor 24 1
3 First / 2nd Floor 24 1
4
5
6
7
8
9
10
11
12
13
14
15
16
Results can also be seen on website
* as engraved on the specimens (if any)
** BS3921 requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength**** ACI318-08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
be interpreted in the light of above factors by the engineer.
supervisor(lab)
Plain and Reinforced Concrete Laboratory
Department of Civil Engineering University of Engineering and Technology, Lahore
Phone Nos. 042-
Engr. Ghulam Sarwar (Resident Engineer)
Velosi Integrity & Safety Pakistan (Pvt.) Ltd. Project: Construction of New Dispatch Office, Computer Base Interlockin and Central Control Building at
9988 Dated:
V84-L-IFCO-34 Dated:
COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers
-02-20 Tested on: 27-02
Casting Date* Size Weight Area of
/Wet Weight (in) (lbs./gms) X-Section
(gms) (Sq. in)
1 2020 6Diax12 13 28.28
1 2020 6Diax12 13 28.28
1 2020 6Diax12 13 28.28
Results can also be seen on website http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
* as engraved on the specimens (if any)
** BS3921 requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength
08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
interpreted in the light of above factors by the engineer.
Director/Dy. Director Concrete Laboratory
Plain and Reinforced Concrete Laboratory
Department of Civil Engineering University of Engineering and Technology, Lahore
-99029202, 042-99029217
Dr. M. Yousaf
Project: Construction of New Dispatch Office, Computer Base Interlockin and Central Control Building at
04-03-20
27-02-20
COMPRESSION TEST REPORT
2-20 in dry/wet condition
Area of Ultimate Ultimate
RemarksSection load Stress
(Sq. in) (Tons/lbs) (Psi)
28.28 16 1250 Non Engraved
28.28 19 1490 Non Engraved
28.28 17 1330 Non Engraved
http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
** BS3921 requires average of ten clay brick samples for crushing strength and water absorption *** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength
08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratory The laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
Director/Dy. Director Concrete Laboratory
10022
Dr. M. Yousaf
Project: Construction of New Dispatch Office, Computer Base Interlockin and Central Control Building at
Remarks
Non Engraved
Non Engraved
Non Engraved
http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
The laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
Director/Dy. Director Concrete Laboratory
To: Safdar Iqbal Ahmad Tarar (Assistant Executive Engineer
Central Civil Division No.II, Pak P.W.D., Lahore
Project: Construction of Barrack in NAB Complex Lahore
Our Ref. No. CL/CED/
Your Ref. No. AEE-
COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers
Specimens received on: 27
Sr.
No.
Mark*
Casting Date*
/Wet
(gms)
1 Ground Floor
Columns 16 12
2 Ground Floor
Columns 16 12
3
4
5
6
7
8
9
10
11
12
13
14
15
16
Results can also be seen on website
* as engraved on the specimens (if any)
** BS3921 requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength**** ACI318-08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
be interpreted in the light of above factors by the engineer.
supervisor(lab)
Plain and Reinforced Concrete Laboratory
Department of Civil Engineering University of Engineering and Technology, Lahore
Phone Nos. 042-99029202, 042
Safdar Iqbal Ahmad Tarar (Assistant Executive Engineer-III)
Central Civil Division No.II, Pak P.W.D., Lahore
Project: Construction of Barrack in NAB Complex Lahore
9989 Dated:
-III/CCD-II/LHR/306 Dated:
COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers
27-02-20 Tested on: 27-02
Casting Date* Size Weight Area of
/Wet Weight (in) (lbs./gms) X-
Section
(gms) (Sq. in)
12 2019 6x6x6 8.6 36
12 2019 6x6x6 9 36
Results can also be seen on website http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
* as engraved on the specimens (if any)
requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength
08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
interpreted in the light of above factors by the engineer.
Director/Dy. Director Concrete Laboratory
Plain and Reinforced Concrete Laboratory
Department of Civil Engineering University of Engineering and Technology, Lahore
99029202, 042-99029217
III) Dr. M. Yousaf
04-03-20
21-02-20
COMPRESSION TEST REPORT
02-20 in dry/wet condition
Area of Ultimate Ultimate
Remarks-
Section load Stress
(Sq. in) (Tons/lbs) (Psi)
36 57 3490 Non Engraved
36 85 5210 Non Engraved
http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
requires average of ten clay brick samples for crushing strength and water absorption *** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength
08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratory The laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
Director/Dy. Director Concrete Laboratory
10023
Dr. M. Yousaf
Remarks
Non Engraved
Non Engraved
http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
The laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
Director/Dy. Director Concrete Laboratory
To: Safdar Iqbal Ahmad Tarar (Assistant Executive Engineer
Central Civil Division No.II, Pak P.W.D., Lahore
Project: Construction of Barrack in NAB Complex Lahore
Our Ref. No. CL/CED/
Your Ref. No. AEE-III/CCD
COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers
Specimens received on: 27-02
Sr.
No.
Mark*
Casting Date*
/Wet Weight
(gms)
1 Ground Floor Beams & Slab
25 1
2 Ground Floor Beams & Slab
25 1
3
4
5
6
7
8
9
10
11
12
13
14
15
16
Results can also be seen on website
* as engraved on the specimens (if any)
** BS3921 requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength**** ACI318-08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
be interpreted in the light of above factors by the engineer.
supervisor(lab)
Plain and Reinforced Concrete Laboratory
Department of Civil Engineering University of Engineering and Technology, Lahore
Phone Nos. 042-99029202, 042
Safdar Iqbal Ahmad Tarar (Assistant Executive Engineer-III)
Central Civil Division No.II, Pak P.W.D., Lahore
Project: Construction of Barrack in NAB Complex Lahore
9990 Dated:
III/CCD-II/LHR/307 Dated:
COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers
02-20 Tested on: 27-02
Casting Date* Size Weight Area of
/Wet Weight (in) (lbs./gms) X-Section
(gms) (Sq. in)
2020 6x6x6 8.6 36
2020 6x6x6 8.4 36
Results can also be seen on website http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
* as engraved on the specimens (if any)
BS3921 requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength
08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
interpreted in the light of above factors by the engineer.
Director/Dy. Director Concrete Laboratory
Plain and Reinforced Concrete Laboratory
Department of Civil Engineering University of Engineering and Technology, Lahore
99029202, 042-99029217 10023
III) Dr. M. Yousaf
04-03-20
21-02-20
COMPRESSION TEST REPORT
02-20 in dry/wet condition
Area of Ultimate Ultimate
RemarksSection load Stress
(Sq. in) (Tons/lbs) (Psi)
36 75 4600 Non
Engraved
36 77 4720 Non
Engraved
http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
BS3921 requires average of ten clay brick samples for crushing strength and water absorption *** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength
08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratory The laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
Director/Dy. Director Concrete Laboratory
10023
Dr. M. Yousaf
Remarks
Non Engraved
Non Engraved
http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
The laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
Director/Dy. Director Concrete Laboratory
To: Safdar Iqbal Ahmad Tarar (Assistant Executive Engineer
Central Civil Division No.II, Pak P.W.D., Lahore
Project: Construction of Barrack in NAB Complex Lahore
Our Ref. No. CL/CED/
Your Ref. No. AEE-III/CCD
COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers
Specimens received on: 27-
Sr.
No.
Mark*
Casting Date*
/Wet Weight
(gms)
1 1st Floor Columns 28 1
2 1st Floor Columns 28 1
3
4
5
6
7
8
9
10
11
12
13
14
15
16
Results can also be seen on website
* as engraved on the specimens (if any)
** BS3921 requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength**** ACI318-08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
be interpreted in the light of above factors by the engineer.
supervisor(lab)
Plain and Reinforced Concrete Laboratory
Department of Civil Engineering University of Engineering and Technology, Lahore
Phone Nos. 042-99029202, 042
Safdar Iqbal Ahmad Tarar (Assistant Executive Engineer-III)
Central Civil Division No.II, Pak P.W.D., Lahore
Project: Construction of Barrack in NAB Complex Lahore
9991 Dated:
III/CCD-II/LHR/312 Dated:
COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers
-02-20 Tested on: 27-02-
Casting Date* Size Weight Area of
/Wet Weight (in) (lbs./gms) X-Section
(gms) (Sq. in)
1 2020 6x6x6 8.8 36
1 2020 6x6x6 9 36
Results can also be seen on website http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
* as engraved on the specimens (if any)
BS3921 requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength
08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
interpreted in the light of above factors by the engineer.
Director/Dy. Director Concrete Laboratory
Plain and Reinforced Concrete Laboratory
Department of Civil Engineering University of Engineering and Technology, Lahore
99029202, 042-99029217
III) Dr. M. Yousaf
04-03-20
26-02-20
COMPRESSION TEST REPORT
-20 in dry/wet condition
Area of Ultimate Ultimate
RemarksSection load Stress
(Sq. in) (Tons/lbs) (Psi)
78 4780 Non Engraved
76 4660 Non Engraved
http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
BS3921 requires average of ten clay brick samples for crushing strength and water absorption *** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength
08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strength
Note: Above results pertain to the unsealed samples supplied to the laboratory The laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
Director/Dy. Director Concrete Laboratory
10023
Dr. M. Yousaf
Remarks
Non Engraved
Non Engraved
http://www.uet.edu.pk/faculties/facultiesinfo/department?RID=testing_reports&id=6
The laboratory is not responsible for sampling, originality and construction conditions (such as mix proportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended to
Director/Dy. Director Concrete Laboratory
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