Plain and Reinforced Concrete Laboratory Department of Civil Engineering

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29 Νοε 2013 (πριν από 3 χρόνια και 6 μήνες)

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Plain and Reinforced Concrete Laboratory


Department of Civil Engineering

University of Engineering and Technology, Lahore

Phone Nos. 042-99029202, 042-99029217

4950
To: Ahmed Raza Shah


Engr.Qasim
Khan


Resident Engineer, ECSP Pvt. Ltd. Lahore



Project:Traffic Circulation Plan at Lalpul Intersection, Canal Bank Lahore




Our Ref. No. CL/CED/ 1832 Dated:6/2/2013



Your Ref. No. ECSP/WM/LP/03 Dated:22/1/2013


COMPRESSION TEST REPORT


Concrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers






Specimens received on: 1/2/2013 Tested on: 6/2/2013 in dry/wet condition





Casting
Date*
Size Weight Area of Ultimate Ultimate

/Wet
Weight
(in) (lbs./gms)
X-
Section
load Stress

Sr. No.
Mark*
(gms) (Sq. in) (Tons/lbs) (Psi)
Remarks

1 Kerb Stone 5.8x5.7x5.8 15.5 33.06 71 4820 Cut Cube

2 Kerb Stone 5.8x5.7x5.8 16.25 33.06 67 4540 Cut Cube

3 Kerb Stone 5.8x5.7x5.8 16 #REF! 75 5090 Cut Cube

END ---
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Results can also be seen on website http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html


* 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 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
be interpreted in the light of above factors by the engineer.


supervisor(lab)

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

4950
To: Ahmed Raza Shah


Engr.Qasim
Khan


Resident Engineer, ECSP Pvt. Ltd. Lahore



Project:Traffic Circulation Plan at Lalpul Intersection, Canal Bank Lahore




Our Ref. No. CL/CED/ 1833 Dated:6/2/2013



Your Ref. No. ECSP/WM/LP/02 Dated:22/1/2013


COMPRESSION TEST REPORT


Concrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers






Specimens received on: 1/2/2013 Tested on: 6/2/2013 in dry/wet condition





Casting
Date*
Size Weight Area of Ultimate Ultimate

/Wet
Weight
(in) (lbs./gms)
X-
Section
load Stress

Sr. No.
Mark*
(gms) (Sq. in) (Tons/lbs) (Psi)
Remarks

1 Rectangular 7.9x4x3.2 4058 31.6 84 5960 7032

2 Rectangular 7.9x4x3.2 3794 31.6 101 7160 8448

3 Rectangular 7.9x4x3.2 3933 #REF! 67 4750 5605

4 Rectangular 7.9x4x3.2 3950 31.6 69 4900 5782

5 Rectangular 7.9x4x3.2 3948 31.6 67 4750 5605

6 Rectangular 7.9x4x3.2 3955 31.6 56 3970 4684

END ---
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Results can also be seen on website http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html


* 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 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
be interpreted in the light of above factors by the engineer.


supervisor(lab)

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

4961
To: Deputy Director (QCD)


Engr.Qasim
Khan


WASA LDA Lahore / M/S Shezone Engineering Services



Project:Tender No.P&S/25.01/4528-Rehabilitation of Multan Road Lahore (Package-I)




Our Ref. No. CL/CED/ 1834 Dated:6/2/2013



Your Ref. No. QCD/119 Dated:31/1/2013


COMPRESSION TEST REPORT


Concrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers






Specimens received on: 4/2/2013 Tested on: 6/2/2013 in dry/wet condition





Casting Date* Size Weight Area of Ultimate Ultimate

/Wet Weight (in) (lbs./gms)
X-
Section
load Stress

Sr. No.
Mark*
(gms) (Sq. in) (Tons/lbs) (Psi)
Remarks

1 19 12 2012 6Diax12 29 28.28 65 5150 Engraved

2 19 12 2012 6Diax12 29 28.28 71 5630 Engraved

END --- --- --- --- --- --- --- --- --- ---

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Results can also be seen on website http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html


* 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 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
be interpreted in the light of above factors by the engineer.


supervisor(lab)

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

4961
To: Deputy Director (QCD)


Engr.Qasim
Khan


WASA LDA Lahore / M/S Shezone Engineering Services



Project:Tender No.P&S/25.01/4528-Rehabilitation of Multan Road Lahore (Package-I)




Our Ref. No. CL/CED/ 1835 Dated:6/2/2013



Your Ref. No. QCD/120 Dated:31/1/2013


COMPRESSION TEST REPORT


Concrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers






Specimens received on: 4/2/2013 Tested on: 6/2/2013 in dry/wet condition





Casting Date* Size Weight Area of Ultimate Ultimate

/Wet Weight (in) (lbs./gms)
X-
Section
load Stress

Sr. No.
Mark*
(gms) (Sq. in) (Tons/lbs) (Psi)
Remarks

1 28 12 2012 6Diax12 29 28.28 48 3810 Engraved

2 28 12 2012 6Diax12 29 28.28 67 5310 Engraved

END --- --- --- --- --- --- --- --- --- ---

4

5

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7

8

9

10

11

12

Results can also be seen on website http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html


* 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 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
be interpreted in the light of above factors by the engineer.


supervisor(lab)

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

4962
To: Sulman Abid


Engr.Qasim
Khan


Commercial Executive, Kausar Feed Mills Pvt. Ltd.



Project:





Our Ref. No. CL/CED/ 1836 Dated:6/2/2013



Your Ref. No. nil Dated:4/2/2013


COMPRESSION TEST REPORT


Concrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers






Specimens received on: 4/2/2013 Tested on: 6/2/2013 in dry/wet condition





Casting Date* Size Weight Area of Ultimate Ultimate

/Wet Weight (in) (lbs./gms)
X-
Section
load Stress

Sr. No.
Mark*
(gms) (Sq. in) (Tons/lbs) (Psi)
Remarks

1 Local 30 12 2012 6x6x6 19 36 81 5040 Engraved

2 Local 30 12 2012 6x6x6 19 36 77 4800 Engraved

3 Chenab 30 12 2012 6x6x6 19 #REF! 75 4670 Engraved

4 Chenab 30 12 2012 6x6x6 19 36 78 4860 Engraved

END --- --- --- --- --- --- --- --- --- ---

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9

10

11

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Results can also be seen on website http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html


* 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 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
be interpreted in the light of above factors by the engineer.


supervisor(lab)

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

4957
To: Babar Ijaz Khan (Resident Engineer)

Dr. Usman

H & T E Div. NESPAK Pvt. Ltd. Lahore



Project:Improvement of Road from Liaqat Chowk to Kharak Drain Sabzazar Scheme Lahore (Phase-II)



Our Ref. No. CL/CED/ 1837 Dated:6/2/2013



Your Ref. No. 3071/102/BIK/01/2617 Dated:12/1/2013


COMPRESSION TEST REPORT


Concrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/Pavers






Specimens received on: 4/2/2013 Tested on: 6/2/2013 in dry/wet condition





Casting
Date*
Size Weight Area of Ultimate Ultimate

/Wet
Weight
(in) (lbs./gms)
X-
Section
load Stress

Sr. No.
Mark*
(gms) (Sq. in) (Tons/lbs) (Psi)
Remarks

1 Square Grey 6.2x6.2x1.9 2904 38.44 186 10840

2 Square Grey 6.2x6.2x1.9 2710 38.44 110 6410

3 Square Grey 6.2x6.2x1.9 2979 #REF! 170 9910

4 Square Grey 6.2x6.2x1.9 3152 38.44 156 9100

5 Square Grey 6.2x6.2x1.9 3079 38.44 148 8630

6 Square Grey 6.2x6.2x1.9 2951 38.44 140 8160

END ---
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-
--
-
--
-
--- --- --- --- --- ---

8

9

10

11

12

Results can also be seen on website http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html


* 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 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
be interpreted in the light of above factors by the engineer.


supervisor(lab)

Director/Dy. Director Concrete Laboratory