STRUCTURAL ENGINEERING DIVISION Test Floor …uet.edu.pk/export/.../civil/Testing_Reports/TFLR/August/24-08-17.pdfTension Test Report ... Elongation % Elongation ... Reference of the

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, Sub Divisional Officer Highway Sub Division Sargodha (Rehabilitation of Road from Sargodha Faisalabad Road at Pull Chak 111 to Chak 119 More Length 6.76Km in District Sargodha) Reference # CED/TFL 28143 (Engr. Ubaid Ahmed) Dated: 24-08-2017 Reference of the request letter # 1096-97/S Dated: 29-07-2017 Tension Test Report (Page -1/1) Date of Test 25-08-2017 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615

Sr. N

o.

Wei

ght Diameter/

Size (inch)

Area (in2)

Yie

ld lo

ad

Bre

akin

g L

oad Yield Stress

(psi) Ultimate Stress

(psi)

Elo

ngat

ion

% E

long

atio

n

Rem

arks

(lbs/

ft)

Nom

inal

Act

ual

Nom

inal

Act

ual

(kg) (kg)

Nom

inal

Act

ual

Nom

inal

Act

ual

(inch

)

1 0.376 3/8 0.375 0.11 0.110 3000 4650 60200 59910 93200 92900 1.10 13.8

2 0.376 3/8 0.375 0.11 0.110 3000 4650 60200 59910 93200 92900 1.40 17.5

3 4.239 1.25 1.260 1.27 1.246 41700 64200 72400 73760 111500 113600 1.20 15.0

4 4.241 1.25 1.260 1.27 1.247 26200 39000 45500 46320 67700 69000 2.30 28.8

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Note: only four samples for tensile and two samples for bend test

Bend Test 3/8" Dia Bar Bend Test Through 180º is Satisfactory 1.25" Dia Bar Bend Test Through 180º is Satisfactory



Pakistan. Ph: 92-42-99029202



To, Lab Manager CSCEC Section-4 Laboratory Reference # CED/TFL 28144 (Engr. Ubaid Ahmed) Dated: 24-08-2017 Reference of the request letter # CSCEC/Section-4/LAB/2017-016 Dated: 23-08-2017 Tension Test Report (Page -1/1) Date of Test 25-08-2017 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615

Sr. N

o.

Wei

ght Diameter/

Size (mm)

Area (in2)

Yie

ld lo

ad

Bre

akin

g L

oad Yield Stress


(psi)

Elo

ngat

ion

% E

long

atio

n

Rem

arks

(lbs/

ft)

Nom

inal

Act

ual

Nom

inal

Act

ual

(kg) (kg)

Nom

inal

Act

ual

Nom

inal

Act

ual

(inch

)

1 0.369 10 9.44 0.11 0.109 3000 4900 60200 60940 98200 99600 1.10 13.8

2 4.238 32 31.99 1.27 1.246 44600 58500 77500 78910 101600 103500 1.40 17.5

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Note: only two samples for tensile and two samples for bend test

Bend Test 10mm Dia Bar Bend Test Through 180º is Satisfactory 32mm Dia Bar Bend Test Through 180º is Satisfactory



Pakistan. Ph: 92-42-99029202



To, Resident Engineer NESPAK Dualization & Improvement of Mandra-Chakwal Road 0+000 – 63+000 Reference # CED/TFL 27145 (Dr. M Rizwan Riaz) Dated: 24-08-2017 Reference of the request letter # MC/LAB/57 Dated: 23-08-2017 Tension Test Report (Page – 1/3) Date of Test 28-08-2017 Gauge length 640 mm Description Steel Strand Tensile Test as per ASTM A-416-94a

Sr. N

o. Nominal

Diameter Nominal Weight

Measured weight

Yield strength

clause (6.3)

Breaking strength clause (6.2) Y

oung

’s

Mod

ulus

of

Ela

stic

ity

% E

long

atio

n

Rem

arks

/ C

oil N

o.

(mm) (kg/km) (kg/km) (kg) (kg) E, GPa

1 12.70 (1/2”) 775.0 766.0 18000 19700 199 >3.50 427

2 12.70 (1/2”) 775.0 779.0 18500 19800 199 >3.50 453

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- - - - - - - - -

- - - - - - - - -

Only two sample 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



Pakistan. Ph: 92-42-99029202



To, Resident Engineer NESPAK Dualization & Improvement of Mandra-Chakwal Road 0+000 – 63+000 Reference # CED/TFL 27145 (Dr. M Rizwan Riaz) Dated: 24-08-2017 Reference of the request letter # MC/LAB/57 Dated: 23-08-2017 Graph (Page – 2/3)



Pakistan. Ph: 92-42-99029202



To, Resident Engineer NESPAK Dualization & Improvement of Mandra-Chakwal Road 0+000 – 63+000 Reference # CED/TFL 27145 (Dr. M Rizwan Riaz) Dated: 24-08-2017 Reference of the request letter # MC/LAB/57 Dated: 23-08-2017 Graph (Page – 3/3)



Pakistan. Ph: 92-42-99029202



To, Project Manager Habib Rafiq (Pvt) Ltd Wieningand Strengthening of National Highway N-70 (Rakhi Gajj-Bewata Section) of East West Road Improvement Project Package-1 (STA 7+600 to STA 19 + 500)(Mughal Steel) Reference # CED/TFL 28146 (Engr. Ubaid Ahmed) Dated: 24-08-2017 Reference of the request letter # HRL/N70/394 Dated: 24-08-2017 Tension Test Report (Page -1/2) Date of Test 25-08-2017 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615

Sr. N

o.

Wei

ght Diameter/

Size (mm)

Area (in2)

Yie

ld lo

ad

Bre

akin

g L

oad Yield Stress


(psi)

Elo

ngat

ion

% E

long

atio

n

Rem

arks

(lbs/

ft)

Nom

inal

Act

ual

Nom

inal

Act

ual

(kg) (kg)

Nom

inal

Act

ual

Nom

inal

Act

ual

(inch

)

1 5.256 36 35.62 1.56 1.545 50600 68400 71500 72190 96700 97600 1.70 21.3

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Note: only one sample for tensile and one sample for bend test

Bend Test 36mm Dia Bar Bend Test Through 180º is Satisfactory



Pakistan. Ph: 92-42-99029202



To, Project Manager Habib Rafiq (Pvt) Ltd Wieningand Strengthening of National Highway N-70 (Rakhi Gajj-Bewata Section) of East West Road Improvement Project Package-1 (STA 7+600 to STA 19 + 500)(Amreli Steel) Reference # CED/TFL 28146 (Engr. Ubaid Ahmed) Dated: 24-08-2017 Reference of the request letter # HRL/N70/393 Dated: 24-08-2017 Tension Test Report (Page -2/2) Date of Test 25-08-2017 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615

Sr. N

o.

Wei

ght Diameter/

Size (mm)

Area (in2)

Yie

ld lo

ad

Bre

akin

g L

oad Yield Stress


(psi)

Elo

ngat

ion

% E

long

atio

n

Rem

arks

(lbs/

ft)

Nom

inal

Act

ual

Nom

inal

Act

ual

(kg) (kg)

Nom

inal

Act

ual

Nom

inal

Act

ual

(inch

)

1 5.135 36 35.21 1.56 1.509 57400 70600 81100 83830 99800 103100 1.50 18.8

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Pakistan. Ph: 92-42-99029202



To, M/S Riz Builders Township, Lahore Reference # CED/TFL 28147 (Engr. Ubaid Ahmed) Dated: 24-08-2017 Reference of the request letter # Nil Dated: 24-08-2017 Tension Test Report (Page -1/1) Date of Test 25-08-2017 Gauge length 8 inches Description Deformed Steel Bar Tensile Test as per ASTM-A615

Sr. N

o.

Wei

ght Diameter/

Size (inch)

Area (in2)

Yie

ld lo

ad

Bre

akin

g L

oad Yield Stress


(psi)

Elo

ngat

ion

% E

long

atio

n

Rem

arks

(lbs/

ft)

Nom

inal

Act

ual

Nom

inal

Act

ual

(kg) (kg)

Nom

inal

Act

ual

Nom

inal

Act

ual

(inch

)

1 0.382 3/8 0.378 0.11 0.112 4000 5400 80200 78500 108200 106000 0.90 11.3

2 0.382 3/8 0.378 0.11 0.112 4100 5400 82200 80400 108200 105900 1.00 12.5

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Note: only two samples for tensile test

Bend Test



Pakistan. Ph: 92-42-99029202



To, Resident Engineer RENARDET S.A ((M-4), Package-IIA & IIB) Construction of Faisalabad-Khanewal Motorway (M-4) Project Package-II, Jamani – Shorkot, Section 2B (89+200 – 119+200)(Ittefaq Steel) Reference # CED/TFL 28148 (Engr. Ubaid Ahmed) Dated: 24-08-2017 Reference of the request letter # RE/M-4/2B/2017/154 Dated: 23-08-2017 Tension Test Report (Page -1/2) Date of Test 25-08-2017 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615

Sr. N

o.

Wei

ght Diameter/

Size (mm)

Area (in2)

Yie

ld lo

ad

Bre

akin

g L

oad Yield Stress


(psi)

Elo

ngat

ion

% E

long

atio

n

Rem

arks

(lbs/

ft)

Nom

inal

Act

ual

Nom

inal

Act

ual

(kg) (kg)

Nom

inal

Act

ual

Nom

inal

Act

ual

(inch

)

1 0.413 10 9.99 0.11 0.121 3200 5000 64200 58110 100200 90800 1.00 12.5

2 0.374 10 9.51 0.11 0.110 3200 4900 64200 64130 98200 98200 1.10 13.8

3 4.284 32 32.16 1.27 1.259 38000 58800 66000 66520 102100 103000 1.40 17.5

4 4.296 32 32.21 1.27 1.263 38200 59200 66300 66680 102800 103400 1.30 16.3

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Note: only four samples for tensile and two samples for bend test

Bend Test 10mm Dia Bar Bend Test Through 180º is Satisfactory 32mm Dia Bar Bend Test Through 180º is Satisfactory



Pakistan. Ph: 92-42-99029202



To, Resident Engineer RENARDET S.A ((M-4), Package-IIA & IIB) Construction of Faisalabad-Khanewal Motorway (M-4) Project Package-II, Jamani – Shorkot, Section 2B (89+200 – 119+200)(Pak Steel) Reference # CED/TFL 28148 (Engr. Ubaid Ahmed) Dated: 24-08-2017 Reference of the request letter # RE/M-4/2B/2017/151 Dated: 23-08-2017 Tension Test Report (Page -2/2) Date of Test 25-08-2017 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615

Sr. N

o.

Wei

ght Diameter/

Size (mm)

Area (in2)

Yie

ld lo

ad

Bre

akin

g L

oad Yield Stress


(psi)

Elo

ngat

ion

% E

long

atio

n

Rem

arks

(lbs/

ft)

Nom

inal

Act

ual

Nom

inal

Act

ual

(kg) (kg)

Nom

inal

Act

ual

Nom

inal

Act

ual

(inch

)

1 0.395 10 9.76 0.11 0.116 3500 5000 70200 66500 100200 95000 1.30 16.3

2 0.397 10 9.79 0.11 0.117 3500 5000 70200 66120 100200 94500 1.30 16.3

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Note: only two samples for tensile and one sample for bend test




Pakistan. Ph: 92-42-99029202



To, Sub Divisional Offider Highway Sub Division Sialkot Construction of Flyover at Sublime Chowk on Sialkot – Wazirabad Road in Sialkot City Reference # CED/TFL 28149 (Dr. Rizwa Riaz) Dated: 24-08-2017 Reference of the request letter # 1139/S Dated: 23-08-2017 Tension Test Report (Page -1/1) Date of Test 24-08-2017 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615

Sr. N

o.

Wei

ght

Diameter/ Size

Area (in2)

Yie

ld lo

ad

Bre

akin

g L

oad Yield Stress


(psi)

Elo

ngat

ion

% E

long

atio

n

Rem

arks

(lbs/

ft)

Nom

inal

(#

)

Act

ual

(inch

)

Nom

inal

Act

ual

(kg) (kg)

Nom

inal

Act

ual

Nom

inal

Act

ual

(inch

)

1 0.397 3 0.386 0.11 0.117 3800 5200 76200 71730 104200 98200 1.20 15.0

2 0.396 3 0.385 0.11 0.116 3700 5000 74200 70040 100200 94700 0.90 11.3

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Bend Test #3 Bar Bend Test Through 180º is Satisfactory



Pakistan. Ph: 92-42-99029202



To, Asst. Resident Engineer Bahawalpur Research & Life Science Development (Pvt) Ltd. Bahawalpur Bahawalpur Medical & Dental College Bahawalpur Reference # CED/TFL 28150 (Engr. Ubaid Ahmed) Dated: 24-08-2017 Reference of the request letter # BRLS/RE/27 Dated: 21-08-2017 Tension Test Report (Page -1/1) Date of Test 25-08-2017 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615

Sr. N

o.

Wei

ght

Diameter/ size

Area (in2)

Yie

ld lo

ad

Bre

akin

g L

oad Yield Stress


(psi)

Elo

ngat

ion

% E

long

atio

n

Rem

arks

(lbs/

ft)

Nom

inal

(#

)

Act

ual

(inch

)

Nom

inal

Act

ual

(kg) (kg)

Nom

inal

Act

ual

Nom

inal

Act

ual

(inch

)

1 0.352 3 0.363 0.11 0.103 3500 4400 70200 74650 88200 93900 1.20 15.0

2 0.351 3 0.362 0.11 0.103 3200 4400 64200 68350 88200 94000 1.30 16.3

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Pakistan. Ph: 92-42-99029202



To, Material Engineer NESPAK – CEC Jv Lahore Orange Line Metro Train Project (LOLMTP) Package No. 4 Stabling Yard Reference # CED/TFL 28151 (Engr. Ubaid Ahned) Dated: 24-08-2017 Reference of the request letter # 3567/JA/004/315 Dated: 16-08-2017 Tension Test Report (Page -1/1) Date of Test 25-08-2017 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615

Sr. N

o.

Wei

ght

Diameter/ size

Area (in2)

Yie

ld lo

ad

Bre

akin

g L

oad Yield Stress


(psi)

Elo

ngat

ion

% E

long

atio

n

Rem

arks

(lbs/

ft)

Nom

inal

(#

)

Act

ual

(inch

)

Nom

inal

Act

ual

(kg) (kg)

Nom

inal

Act

ual

Nom

inal

Act

ual

(inch

)

1 0.381 3 0.378 0.11 0.112 3400 5300 68200 66950 106200 104400 1.10 13.8

2 0.381 3 0.378 0.11 0.112 3500 5300 70200 68920 106200 104400 1.10 13.8

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Note: only two samples for tensile and two samples for bend test

Bend Test #3 Bar Bend Test Through 180º is Satisfactory #3 Bar Bend Test Through 180º is Satisfactory



Pakistan. Ph: 92-42-99029202



To, M/S CM Engineering (Pvt) Ltd Lahore CM Pak Huawei Project – Site ID: 41285, 41301, 41308, 40719, 41303) Reference # CED/TFL 28153 (Engr. Ubaid Ahmed) Dated: 24-08-2017 Reference of the request letter # CME/Steel/CM Pak/Huawei/194 Dated: 15-08-2017 Tension Test Report (Page -1/1) Date of Test 25-08-2017 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615

Sr. N

o.

Wei

ght Diameter/

Size (mm)

Area (in2)

Yie

ld lo

ad

Bre

akin

g L

oad Yield Stress


(psi)

Elo

ngat

ion

% E

long

atio

n

Rem

arks

(lbs/

ft)

Nom

inal

Act

ual

Nom

inal

Act

ual

(kg) (kg)

Nom

inal

Act

ual

Nom

inal

Act

ual

(inch

)

1 0.374 10 9.50 0.11 0.110 3500 5400 70200 70160 108200 108300 1.00 12.5

2 0.380 10 9.58 0.11 0.112 3200 5200 64200 63140 104200 102700 1.30 16.3

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Pakistan. Ph: 92-42-99029202



To, Executive Engineer MNS-UAM of Agriculture Multan (Establishment of Muhammad Nawaz Shareef University of Agriculture, Multan Phase-II, Construction of Boys Hostel) Reference # CED/TFL 28154 (Engr. Ubaid Ahmed) Dated: 24-08-2017 Reference of the request letter # MNS-UAM/ECD/372 Dated: 04-08-2017 Tension Test Report (Page -1/1) Date of Test 25-08-2017 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615

Sr. N

o.

Wei

ght Diameter/

Size (inch)

Area (in2)

Yie

ld lo

ad

Bre

akin

g L

oad Yield Stress


(psi)

Elo

ngat

ion

% E

long

atio

n

Rem

arks

(lbs/

ft)

Nom

inal

Act

ual

Nom

inal

Act

ual

(kg) (kg)

Nom

inal

Act

ual

Nom

inal

Act

ual

(inch

)

1 0.376 3/8 0.375 0.11 0.110 3500 5500 70200 69870 110200 109800 1.00 12.5

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Bend Test 3/8" Dia Bar Bend Test Through 180º is Satisfactory



Pakistan. Ph: 92-42-99029202



To, Resident Engineer NESPAK Metro Bus System (MBS) Lahore/Additional Corridor Works Reference # CED/TFL 28155 (Engr. Ubaid Ahned) Dated: 24-08-2017 Reference of the request letter # 3416/103/SAA/01/38 Dated: 24-08-2017 Tension Test Report (Page -1/1) Date of Test 25-08-2017 Gauge length 8 inches Description Deformed Steel Bar Tensile and Bend Test as per ASTM-A615

Sr. N

o.

Wei

ght

Diameter/ size

Area (in2)

Yie

ld lo

ad

Bre

akin

g L

oad Yield Stress


(psi)

Elo

ngat

ion

% E

long

atio

n

Rem

arks

(lbs/

ft)

Nom

inal

(#

)

Act

ual

(inch

)

Nom

inal

Act

ual

(kg) (kg)

Nom

inal

Act

ual

Nom

inal

Act

ual

(inch

)

1 0.369 3 0.372 0.11 0.108 3500 5100 70200 71120 102200 103700 1.20 15.0

2 0.371 3 0.373 0.11 0.109 3500 5100 70200 70720 102200 103100 1.20 15.0

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Pakistan. Ph: 92-42-99029202



To, M/S NESPAK – CEC Jv Lahore (Lahore Orange Line Metro Train Project (Package-2, S-3)(WMI) Reference # CED/TFL 28156 (Dr. M Rizwan Riaz) Dated: 24-08-2017 Reference of the request letter # 3765/PK-2/S-3/PMS/278 Dated: 24-08-2017 Tension Test Report (Page – 1/11) Date of Test 28-08-2017 Gauge length 640 mm Description Steel Strand Tensile Test as per ASTM A-416-94a

Sr. N

o. Nominal

Diameter Nominal Weight

Measured weight

Yield strength

clause (6.3)

Breaking strength

clause (6.2) You

ng’s

M

odul

us o

f E

last

icity

% E

long

atio

n

Rem

arks

/ C

oil N

o.

(mm) (kg/km) (kg/km) (kg) (kg) E, GPa

1 15.24 (0.6") 1102.0 1109.0 24200 27700 198 >3.50 4580

2 15.24 (0.6") 1102.0 1107.0 24000 27400 199 >3.50 4588

3 15.24 (0.6") 1102.0 1107.0 25000 27500 198 >3.50 4595

4 15.24 (0.6") 1102.0 1112.0 25500 27800 199 >3.50 4607

5 15.24 (0.6") 1102.0 1107.0 25600 27000 199 >3.50 4615

6 15.24 (0.6") 1102.0 1107.0 26200 28100 198 >3.50 4626

7 15.24 (0.6") 1102.0 1109.0 25000 27300 198 >3.50 4629

8 15.24 (0.6") 1102.0 1109.0 24100 27900 199 >3.50 4635

9 15.24 (0.6") 1102.0 1110.0 24100 27700 199 >3.50 4637

10 15.24 (0.6") 1102.0 1111.0 24500 28000 198 >3.50 4641

Only ten 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



Pakistan. Ph: 92-42-99029202



To, M/S NESPAK – CEC Jv Lahore (Lahore Orange Line Metro Train Project (Package-2, S-3)(Qingdao Ruisong Wire Rope Co. Ltd) Reference # CED/TFL 28156 (Dr. M Rizwan Riaz) Dated: 24-08-2017 Reference of the request letter # 3765/PK-2/S-3/PMS/278 Dated: 24-08-2017 Graph (Page – 2/11)



Pakistan. Ph: 92-42-99029202






Pakistan. Ph: 92-42-99029202






Pakistan. Ph: 92-42-99029202






Pakistan. Ph: 92-42-99029202






Pakistan. Ph: 92-42-99029202






Pakistan. Ph: 92-42-99029202






Pakistan. Ph: 92-42-99029202






Pakistan. Ph: 92-42-99029202






Pakistan. Ph: 92-42-99029202






Pakistan. Ph: 92-42-99029202



Ref: CED/TFL/08/28157 Dated: 25-08-17 To M/S AA Construction Company Islamabad (China – Pakistan Economic Corridor (CPEC))

Subject: - CALIBRATION OF PRESSURE GAUGE (MARK: TFL/08/28157)

Reference to your Letter No. Nil, Dated: 23/08/2017 on the subject cited above. One Pressure Gauge as received by us has been calibrated. The results are tabulated as under: Total Range : Zero - 15000 (Psi) Calibrated Range : Zero - 7000 (Psi)

Pressure Gauge Reading (Psi) 1000 2000 3000 4000 5000 6000 7000

Calibrated Load (kg) 14100 27800 41700 55700 69300 83200 96600

Calibrated Pressure (Psi) 1012.85 1996.97 2995.45 4001.12 4978.05 5976.53 6939.10

The Ram Area use for Calibration = 198 cm2



Pakistan. Ph: 92-42-99029202



Ref: CED/TFL/08/28158 Dated: 31-08-17 To, M/S Miraj Construction Company Kabul – Afghanistan

Subject: - CALIBRATION OF PRESSURE GAUGE (MARK: TFL/08/28158) (Page # 1/2)

Reference to your Letter No. Nil, Dated: 24/08/2017 on the subject cited above. One Pressure Gauge as received by us has been calibrated. The results are tabulated as under: Total Range : Zero - 8000 (Psi) Calibrated Range : Zero - 6000 (Psi)

Pressure Gauge Reading (Psi) 1000 2000 3000 4000 5000 6000

Calibrated Load (kg) 14000 28600 42600 57100 72200 89600

Calibrated Pressure (Psi) 1005.67 2054.43 3060.10 4101.68 5186.37 6436.27

The Ram Area of Calibration = 198 cm2



Pakistan. Ph: 92-42-99029202



Ref: CED/TFL/08/28158 Dated: 31-08-17 To, M/S Miraj Construction Company Kabul – Afghanistan

Subject: - CALIBRATION OF DIAL GAUGES (MARK: TFL/08/28158) (Page # 2/2) Reference to your Letter No. Nil, Dated: 24/08/2017 on the subject cited above. Three Dial Gauges as received by us have been calibrated on standard calibration device. The results are tabulated as under. Total Range : Zero - 20 (mm) Calibrated Range : Zero - 20 (mm)

Standard Reading

Dial Gauge Readings

Dial Gauge No. I (7035594)

Dial Gauge No. II (7022311)

Dial Gauge No. III (7035419)

200 200 200 200

400 402 400 399

600 602 601 598

800 800 800 799

1000 1000 1001 1000

1200 1202 1199 1199

1400 1402 1399 1398

1600 1602 1600 1597

1800 1801 1800 1797

20000 2001 1998 1999

Documents

STRUCTURAL ENGINEERING DIVISION Test Floor …uet.edu.pk/export/.../civil/Testing_Reports/TFLR/August/24-08-17.pdfTension Test Report ... Elongation % Elongation ... Reference of the