STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory Department of Civil Engineering University of Engineering and Technology Lahore, 54890 Pakistan. Ph: 92-42-99029202 I/C Testing Laboratoires UET Lahore, Pakistan. Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory. 3- Sealed sample / Unsealed sample / Marked sample/Signed Samples To, Deputy Director (Maint) National Highway Authority Improvement & Upgradation of Chenab Toll Plaza (NBC) on GT Road, N-5 Reference # CED/TFL 35324 (Dr. Qasim Khan) Dated: 07-09-2020 Reference of the request letter # Gen/DD(Maint)/WZD/NHA/2020/615 Dated: 31-08-2020 Tension Test Report (Page -1/4) Date of Test 14-09-2020 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615 Sr. No. Weight Diameter/ Size (mm) Area (in 2 ) Yield load Breaking Load Yield Stress (psi) Ultimate Stress (psi) Elongation % Elongation Remarks (lbs/ft) Nominal Actual Nominal Actual (kg) (kg) Nominal Actual Nominal Actual (inch) 1 0.374 10 9.50 0.12 0.110 2600 3600 47766 52170 66138 72300 1.70 21.3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Note: only one sample for tensile and one sample for bend test Bend Test 10mm Dia Bar Bend Test Through 180º is Satisfactory
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STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
Note: only one sample for tensile and one sample for bend test
Bend Test
10mm Dia Bar Bend Test Through 180º is Satisfactory
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
Note: only one sample for tensile and one sample for bend test
Bend Test
10mm Dia Bar Bend Test Through 180º is Satisfactory
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
Note: only two samples for tensile and two sample for bend test
Bend Test
#10 Dia Bar Bend Test Through 180º is Satisfactory
#10 Dia Bar Bend Test Through 180º is Satisfactory
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
Note: only two samples for tensile and two sample for bend test
Bend Test
#3 Dia Bar Bend Test Through 180º is Satisfactory
#3 Dia Bar Bend Test Through 180º is Satisfactory
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
Reference of the request letter # 4099/021/FA/233 Dated: 08-09-2020
Weight &Size Test Report (Page – 2/4) Date of Test 14-09-2020
Gauge length -------
Description Angle Weight and Size Test
Sr.
No.
Des
ign
ati
on
Wei
gh
t
Len
gth
Wei
gh
t p
er U
nit
Len
gth
L-1
L-2
Th
ick
nes
s
Rem
ark
(mm) (g) (cm) (kg/m) (mm) (mm) (mm)
1 2.5x2.5x1/4 3130 62.40 5.02 63.80 64.50 5.40
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
Only One Sample for Test
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
Reference of the request letter # 4099/021/FA/233 Dated: 08-09-2020
Weight &Size Test Report (Page – 3/4) Date of Test 14-09-2020
Gauge length -------
Description C Purlin Weight and Size Test
Sr.
No.
Des
ign
ati
on
Wei
gh
t
Len
gth
Wei
gh
t p
er U
nit
Len
gth
Dep
th
(d)
Fla
ng
e W
idth
(bf)
Fla
ng
e T
hic
kn
ess
(tf)
Web
Th
ick
nes
s
(tw)
Rem
ark
(inch) (g) (cm) (kg/m) mm mm mm mm
1 4x7.25 6303 63.00 10.00 99.50 52.80 8.10 5.0
- - - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
- - - - - - - -
Only One Sample for Test
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
Reference of the request letter # 4099/021/FA/233 Dated: 08-09-2020
Weight &Size Test Report (Page – 4/4) Date of Test 14-09-2020
Gauge length -------
Description Plate Weight and Size Test
Sr.
No.
Des
ign
ati
on
Wei
gh
t
Len
gth
Wid
th
( b
)
Wei
gh
t p
er U
nit
Are
a
Th
ick
nes
s
Rem
ark
(inch) (g) (cm) (cm) (kg/m2) (mm)
1 3/8 6457 60.80 15.30 69.41 8.50
- - - - - - -
- - - - - - -
- - - - - - -
- - - - - - -
- - - - - - -
- - - - - - -
- - - - - - -
Only One Sample for Test
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
Note: only two samples for tensile and one sample for bend test
Bend Test
#11 Dia Bar Bend Test Through 180º is Satisfactory
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
Reference of the request letter # KK-DIK-BR-PJ/2020/186 Dated: 10-09-2020
Tension Test Report (Page – 1/3) Date of Test 14-09-2020
Gauge length 640 mm
Description Steel Strand Tensile Test as per ASTM A-416-94a
Sr.
No
.
Nominal
Diameter
Nominal
Weight
Measured
weight
Yield strength
clause (6.3)
Breaking
strength
clause (6.2) Yo
un
g’s
Mo
du
lus
of
Ela
stic
ity
“E
”
% E
lon
ga
tio
n
Rem
ark
s /
Co
il N
o.
(mm) (kg/km) (kg/km) (kg) (kN) (kg) (kN) GPa
1 12.70
(1/2”) 775.0 784.0 17800 174.62 19900 195.22 198 >3.50 xx
2 12.70
(1/2”) 775.0 782.0 18400 180.50 20100 197.18 199 >3.50 xx
- - - - - - - - - -
- - - - - - - - - -
- - - - - - - - - -
- - - - - - - - - -
Only two samples for Test
Note:
1. Modulus of Elasticity is based on nominal steel area of the steel strand vide clause 13.3 of ASTM – A416a
2. Load versus percentage strain graphs are attached
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
Reference of the request letter # KK-DIK-BR-PJ/2020/186 Dated: 10-09-2020
Graph (Page – 2/3)
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
Reference of the request letter # KK-DIK-BR-PJ/2020/186 Dated: 10-09-2020
Graph (Page – 3/3)
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
Reference of the request letter # E8R/RSEZ/008 Dated: 08-09-2020
Tension Test Report (Page – 1/4) Date of Test 14-09-2020
Gauge length 640 mm
Description Steel Strand Tensile Test as per ASTM A-416-94a
Sr.
No
.
Nominal
Diameter
Nominal
Weight
Measured
weight
Yield strength
clause (6.3)
Breaking
strength
clause (6.2) Yo
un
g’s
Mo
du
lus
of
Ela
stic
ity
“E
”
% E
lon
ga
tio
n
Rem
ark
s /
Co
il N
o.
(mm) (kg/km) (kg/km) (kg) (kN) (kg) (kN) GPa
1 12.70
(1/2”) 775.0 778.0 16900 165.79 18900 185.41 198 >3.50 xx
2 12.70
(1/2”) 775.0 778.0 17700 173.64 19800 194.24 199 >3.50 xx
3 12.70
(1/2”) 775.0 778.0 17300 169.71 19300 189.33 199 >3.50 xx
- - - - - - - - - -
- - - - - - - - - -
- - - - - - - - - -
Only three samples for Test
Note:
1. Modulus of Elasticity is based on nominal steel area of the steel strand vide clause 13.3 of ASTM – A416a
2. Load versus percentage strain graphs are attached
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
Reference of the request letter # E8R/RSEZ/008 Dated: 08-09-2020
Graph (Page – 2/4)
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
Reference of the request letter # E8R/RSEZ/008 Dated: 08-09-2020
Graph (Page – 3/4)
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
Reference of the request letter # E8R/RSEZ/008 Dated: 08-09-2020
Graph (Page – 4/4)
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
Reference of the request letter # ACE/KHT/SHRP/684 Dated: 08-09-2020
Tension Test Report (Page – 1/4) Date of Test 14-09-2020
Gauge length 640 mm
Description Steel Strand Tensile Test as per ASTM A-416-94a
Sr.
No
.
Nominal
Diameter
Nominal
Weight
Measured
weight
Yield strength
clause (6.3)
Breaking
strength
clause (6.2) Yo
un
g’s
Mo
du
lus
of
Ela
stic
ity
“E
”
% E
lon
ga
tio
n
Rem
ark
s /
Co
il N
o.
(mm) (kg/km) (kg/km) (kg) (kN) (kg) (kN) GPa
1 12.70
(1/2”) 775.0 779.0 16000 156.96 17300 169.71 199 >3.50 xx
2 12.70
(1/2”) 775.0 778.0 16800 164.81 18900 185.41 198 >3.50 xx
3 12.70
(1/2”) 775.0 779.0 17500 171.68 19100 187.37 199 >3.50 xx
- - - - - - - - - -
- - - - - - - - - -
- - - - - - - - - -
Only three samples for Test
Note:
1. Modulus of Elasticity is based on nominal steel area of the steel strand vide clause 13.3 of ASTM – A416a
2. Load versus percentage strain graphs are attached
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
Reference of the request letter # ACE/KHT/SHRP/684 Dated: 08-09-2020
Graph (Page – 2/4)
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
Reference of the request letter # ACE/KHT/SHRP/684 Dated: 08-09-2020
Graph (Page – 3/4)
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
Reference of the request letter # ACE/KHT/SHRP/684 Dated: 08-09-2020
Graph (Page – 4/4)
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
Note: only two samples for tensile and one sample for bend test
Bend Test
#3 Bar Bend Test Through 180º is Satisfactory
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
Note: only one sample for tensile and one sample for bend test
Bend Test
#3 Bar Bend Test Through 180º is Satisfactory
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
Note: only two samples for tensile and one sample for bend test
Bend Test
3/8" Dia Bar Bend Test Through 180º is Satisfactory
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
Reference of the request letter # JPL/lab/Poles-A Dated: 11-07-2020
Tension Test Report (Page -2/4) Date of Test 14-09-2020
Gauge length 640 mm
Description Steel Strand Tensile Test as per ASTM A-416-94a
Sr.
No
.
Nominal
Diameter
Nominal
Weight
Measured
weight
Yield strength
clause (6.3)
Breaking
strength clause
(6.2)
%
Elo
ng
ati
on
Rem
ark
s /
Co
il N
o.
(mm) (kg/km) (kg/km) (kg) (kN) (kg) (kN)
1 9.53
(3/8") 432.0 417.0 9600 94.18 10700 104.97 >3.50 xx
- - - - - - - - - -
- - - - - - - - - -
- - - - - - - - - -
- - - - - - - - - -
- - - - - - - - - -
Only one sample for Test
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
Reference of the request letter # JPL/lab/Poles-B Dated: 11-07-2020
Tension Test Report (Page -3/4) Date of Test 14-09-2020
Gauge length 640 mm
Description Steel Strand Tensile Test as per ASTM A-416-94a
Sr.
No
.
Nominal
Diameter
Nominal
Weight
Measured
weight
Yield strength
clause (6.3)
Breaking
strength clause
(6.2)
%
Elo
ng
ati
on
Rem
ark
s /
Co
il N
o.
(mm) (kg/km) (kg/km) (kg) (kN) (kg) (kN)
1 11.11
(7/16") 582.0 549.0 12700 124.59 14000 137.34 >3.50 xx
- - - - - - - - - -
- - - - - - - - - -
- - - - - - - - - -
- - - - - - - - - -
- - - - - - - - - -
Only one sample for Test
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
Reference of the request letter # JPL/lab/Poles-C Dated: 11-07-2020
Tension Test Report (Page -4/4) Date of Test 14-09-2020
Gauge length 640 mm
Description Steel Strand Tensile Test as per ASTM A-416-94a
Sr.
No
.
Nominal
Diameter
Nominal
Weight
Measured
weight
Yield strength
clause (6.3)
Breaking
strength clause
(6.2)
%
Elo
ng
ati
on
Rem
ark
s /
Co
il N
o.
(mm) (kg/km) (kg/km) (kg) (kN) (kg) (kN)
1 12.70
(1/2") 775.0 784.0 18500 181.49 19800 194.24 >3.50 xx
- - - - - - - - - -
- - - - - - - - - -
- - - - - - - - - -
- - - - - - - - - -
- - - - - - - - - -
Only one sample for Test
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.
Reference of the request letter # LSMP/DCRE/2020/1846 Dated: 10-09-2020
Tension Test Report (Page – 1/1) Date of Test 14-09-2020
Gauge length 2 inches
Description Mesh Wire for Gabion Tensile Test
Sr.
No. Dia
met
er /
size
Are
a
Bre
ak
ing
Lo
ad
Ult
ima
te
Str
ess
Elo
ng
ati
on
% E
lon
ga
tio
n
Ma
rks
(cm) (cm2) (kg) (kg/cm2) (inch)
1 0.41 0.13 600 4544.58 0.50 25.00
2 0.41 0.13 600 4544.58 0.50 25.00
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Only Two Samples for Tensile Test
STRUCTURAL ENGINEERING DIVISION Test Floor Laboratory
Department of Civil Engineering
University of Engineering and Technology Lahore, 54890
Pakistan. Ph: 92-42-99029202
I/C Testing Laboratoires UET Lahore, Pakistan.
Note: 1- You can See your reports On Internet in the following web site http://www.uet.edu.pk/faculties/facultiesinfo/civil/index.html?RID=testing_reports 2. The above results pertain to sample /samples supplied to this laboratory.