project عورشلما consultant يراشتسالاgravel sand bulk density chloride sulfate cr....

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Project شروع اConsultant ستشاري Contractor قاول اTelephone Mobile No Booking Date Received Date Specimen ID Date Cast Required Date Test Grade of Concrete Mix Cement used Kg/m 3 By Product Name By Product Used Kg/m 3 Chemical Used Name L/m 3 صذار رقم/ راجعة رقم ا النمورج رقمSample Required : 3 - Specimens are required for each test: Water Absorption BS 1881:P122:83 Amd 6108:89 Rapid Chloride Permeability ASTM C1202 - 97 Initial Surface Absoption Test BS 1881 Part 208:96 Depth of Water Under Pressure BS EN 12390-8:2000 Specified limit : Specified limit: Specified limit: Specified limit: لخرسانةومة اختبار ديم نمورج طلب اDURABILITY TEST REQUEST Test Required / Method: Mix Reference Mix Source Cement Type By Product Type-1 For Lab Use Only Consultant Signature Sign verified by Lab. Personal Cement Source Source Source By Product Type-2 1 DUR / Project No. : Bill No. : w/c Ratio صذار تاريخ صفحة(2) (1) QC-LAB-CF16 04/01/2018

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Page 1: Project عورشلما Consultant يراشتسالاGravel Sand Bulk Density Chloride Sulfate Cr. Stone Sand Soundness رادصالإ (2) (1)خيرات ةحفص جذومنلا مقر

Project املشروع

Consultant الاستشاري

Contractor املقاول

Telephone Mobile No

Booking Date Received Date

Specimen ID Date CastRequired Date

TestGrade of Concrete Mix

Cement used

Kg/m3 By Product Name By Product Used Kg/m

3 Chemical Used Name

L/m3

رقم املراجعة/ رقم إلاصذار

رقم النمورج

Sample Required : 3 - Specimens are required for each test:

Water Absorption

BS 1881:P122:83 Amd 6108:89

Rapid Chloride Permeability ASTM C1202 -

97

Initial Surface Absoption Test BS

1881 Part 208:96

Depth of Water Under Pressure

BS EN 12390-8:2000

Specified limit : Specified limit: Specified limit: Specified limit:

نمورج طلب اختبار ديمومة الخرسانة

DURABILITY TEST REQUEST

Test Required / Method:

Mix Reference Mix Source Cement Type

By Product Type-1

For Lab Use Only

Consultant Signature Sign verified by Lab. Personal

Cement Source

SourceSource By Product Type-2

1

DUR / Project No. : Bill No. :

w/c Ratio

تاريخ إلاصذار

صفحة

(2) (1)

QC-LAB-CF16

04/01/2018

Page 2: Project عورشلما Consultant يراشتسالاGravel Sand Bulk Density Chloride Sulfate Cr. Stone Sand Soundness رادصالإ (2) (1)خيرات ةحفص جذومنلا مقر

1/4/2018 تاريخ إلاصدار (2)/(1) /رقم املراجعةإلاصداررقم

(1) صفحة QC-LAB-CF1 رقم النموذج:

نموذج طلب تصميم الخلطة الخرسانية

CONCRETE MIX DESIGN REQUEST

Project املشروع

Consultant الاستشاري

Contractor املقاول

Booking Date Email :

Tel: Mobile No :

For Lab. Use : MDT/ Date Received

Project No Bill No

Please give the following details.

Specified Cube Str.: ____________ MPa

Cement Type:_____________ OPC/SRC

Cement Kg/ m3

:___________________

Kg Mini. _________________Kg Max.

Cement Source: ___________________

Free W/C __________________ (Max.)

By Product Kg/m3: ________________

Slump:_____________________ mm

Type of Admixture :________________ Slump : ____________________ mm

Mix Design based on : BS 5328 :1991

Criterion for acceptance of test results: For example,

1. Average strength of 4 test specimens shall be equal to or more than the specified strength and no

specimen shall have strength less than 85% 0f the specified strength.

OR

2. The strength of 95% test specimens to exceed the specified strength.

OR

3. Any other, please specify.

Materials required for each mix design is as follows. Mix design will be carried out only if the materials

supplied conform to relevant specification as proved by their test results.

1. Cement - One bag; 2. Fine Aggregate-each sample Mini. 90 kg; 3.Coarse Aggregate-each sample Mini. 90 kg

Consultant Signature: Sign verified by Lab. Personal

Page 3: Project عورشلما Consultant يراشتسالاGravel Sand Bulk Density Chloride Sulfate Cr. Stone Sand Soundness رادصالإ (2) (1)خيرات ةحفص جذومنلا مقر

Project املشروع

Consultant الاستشاري

Contractor املقاول

Telephone

Booking Date

INFORMATION TO BE FILLED CAREFULLY:

Concrete Temperature at the time of Placing _____________________°C

S. NO.

Consultant Signature Sign verified by Lab. Personal

ثاريخ إلاصدار

صفحة QC-LAB-CF2

04/01/2018

1

Received Date

CCU No. : Project No. : Bill No. :

(1) (2)رقم املراجعة/ رقم إلاصدار

نموذج طلب اختبار املكعبات الخرسانية

C O N C R E T E C U B E T E S T R E Q U E S T

Mobile No

Date Cast Actual Date TestNeed Curing in

the lab.

Chem. Admixture:________________________________________

Curing Condition:Done on the site as per standard / Not Done___________________________________

Total No. of Cubes:_______________________________________

Compression Test Method: BS 1881 : 116 & 111 : 1983 AMND 1991-( Cubes from each bach is required for 7 & 28 days test.)

Date to be Tested

For Lab Use Only

Cement Type:_________________________________

W/C ratio:____________________________________Cement Source: _________________________________________

Cement Content:_________________________________________

رقم النموذج

Source:______________________________________Mix Reference:___________________________________________

Specified Strength:_________________________MPa

Nominal Cube size:____________________________

Slump Obtained at Site:_________________________

Mark On Cube

Page 4: Project عورشلما Consultant يراشتسالاGravel Sand Bulk Density Chloride Sulfate Cr. Stone Sand Soundness رادصالإ (2) (1)خيرات ةحفص جذومنلا مقر

Project املشروع

Consultant الاستشاري

Contractor املقاول

Telephone

Booking Date

تاريخ إلاصدار

صفحة

Test Required & Method:Compressive Strength(BS-6073 P2:1981-AMND4508:84) +Water Absorption(ASTM-C140-09a) +Sulfate &

Chloride(BS-1881- P124:88)

For Lab Use Only

رقم النموذج

SIZE OF SPECIMENS

Thermal

Telephone :

1. Masonry Block (15 specimens of each batch or every 10000 Blocks are required.)

نموذج طلب اختبار الطابوق

M A S O N R Y B L O C K T E S T R E Q U E S T

Mobile No

Contractor:

Received Date

CMB No. : Project No. : Bill No. :

(1) (2)رقم املراجعة/ رقم إلاصدار

Length xThickness x Height mmLength xThickness x Height mm Length xThickness x Height mm

QC-LAB-CF3

04/01/2018

1

TYPE OF SPECIMENS

Solid

Hollow

Source: Specified Strength:

Consultant Signature Sign verified by Lab. Personal

Hourdi

Page 5: Project عورشلما Consultant يراشتسالاGravel Sand Bulk Density Chloride Sulfate Cr. Stone Sand Soundness رادصالإ (2) (1)خيرات ةحفص جذومنلا مقر

Project املشروع

Consultant الاستشاري

Contractor املقاول

Telephone

Booking Date

تاريخ إلاصدار

صفحة

Consultant Signature Sign verified by Lab. Personal

QC-LAB-CF4

04/01/2018

1

INFORMATION TO BE FILLED CAREFULLY:

Name of person taking core.

(1) (2)رقم املراجعة/ رقم إلاصدار

Admixtures used.

ConcreteDirection

Project No. :

Comprisive StrengthDrilled. V/H/D

Telephone:

Specimen to

be drilled on

نموذج طلب اختبار القالب الخرساني

CORE DRILLING TEST REQUEST

Mobile No

Contractor:

For Lab Use Only

رقم النموذج

TEST METHOD BS 1881 : Part 120 : 1983

Specimen

Location

Test Required

Received Date

CCO No. : Bill No. :

Date cast

Specified concrete Strength MPa.

Concrete mix details.

Condition of storage.

تاريخ إلاصدار

صفحة

Other details

Page 6: Project عورشلما Consultant يراشتسالاGravel Sand Bulk Density Chloride Sulfate Cr. Stone Sand Soundness رادصالإ (2) (1)خيرات ةحفص جذومنلا مقر

Project املشروع

Consultant الاستشاري

Contractor املقاول

Telephone

Booking Date

Length Width Height

3

4

5

6

تاريخ إلاصدار

صفحة

Specimen

No

1

2

Test required

Chemical

Test Required

Physical

INFORMATION TO BE FILLED CAREFULLY:

Consultant Signature Sign verified by Lab. Personal

7

Bill No. :

(1) (2)رقم املراجعة/ رقم إلاصدار

QC-LAB-CF5

04/01/2018

1

هموذج طلب اختبار الكريبستون

KERB STONE TEST REQUEST

Mobile No

Received Date

For Lab Use Only

رقم النموذج

8

Sample Required : 8 Specimens required for conformity from the factory , 4 specimens required from batch or each 1000 m

TEST METHOD BS EN 1340 : 2003 ANNEX C & F / BS-1881 Pt 124:1988

Specimen Dimension mm

KSN No. : Project No. :

Number of Specimens.

Name of Supplier of Specimen.

Specified Strength MPa.

Other details

Date of Sampling.

Time and place of Sampling.

Time and place of Making Specimen.(Source)

Method of Compaction (Hand or Vibration).

Page 7: Project عورشلما Consultant يراشتسالاGravel Sand Bulk Density Chloride Sulfate Cr. Stone Sand Soundness رادصالإ (2) (1)خيرات ةحفص جذومنلا مقر

Project املشروع

Consultant الاستشاري

Contractor املقاول

Telephone

Booking Date

Length Width Height

3

4

5

6

تاريخ إلاصدار

صفحة

Other details

Date of Sampling.

Time and place of Sampling.

Time and place of Making Specimen.(Source)

Method of Compaction (Hand or Vibration).

INFORMATION TO BE FILLED CAREFULLY:

Number of Specimens.

Name of Supplier of Specimen.

Specified Strength MPa.

For Lab Use Only

رقم النموذج

TEST METHOD BS 7263 P1 : 2001/BS 1881-Pt 124* Sample Required : 6 Specimens for Batch of up to 1000 paving flags .

Specimen Dimension mm

FLG NO : Project No. : Bill No. :

رقم املراجعة/ رقم إلاصدار

نموذج طلب اختبار البالط الخرساني

PAVINGN FLAGS TEST REQUEST

Mobile No

Received Date

(2) (1)

QC-LAB-CF6

04/01/2018

1

Consultant Signature Sign verified by Lab. Personal

Specimen

No

1

2

Test required

Chemical

Test Required

Physical

Page 8: Project عورشلما Consultant يراشتسالاGravel Sand Bulk Density Chloride Sulfate Cr. Stone Sand Soundness رادصالإ (2) (1)خيرات ةحفص جذومنلا مقر

Project املشروع

Consultant الاستشاري

Contractor املقاول

Telephone

Booking Date

تاريخ إلاصدار

صفحة

Others if any

T E S T R E Q U I R E D

Breaking Strength

CERAMIC/ CONCRETE TILE

Dimension Water Absorption

TEST METHOD: BS EN ISO 10545

نموذج طلب اختبار بالط السيراميك

T E S T R E Q U E S T F O R M F O R CERAMIC TILE

Mobile No

Received Date

CTL : Project No. : Bill No. :

For Lab Use Only

(1) (2)رقم املراجعة/ رقم إلاصدار

QC-LAB-CF7

04/01/2018

1

TILE TYPE

SOURCE

Note: 15 Specimens are required for the tests.

Consultant Signature Sign verified by Lab. Personal

رقم النموذج

Page 9: Project عورشلما Consultant يراشتسالاGravel Sand Bulk Density Chloride Sulfate Cr. Stone Sand Soundness رادصالإ (2) (1)خيرات ةحفص جذومنلا مقر

Project املشروع

Consultant الاستشاري

Contractor املقاول

Telephone Mobile No

Booking Date Received Date

Source

Cr.Gravel 20 mm Cr. Gravel 10 mm Sieve Analysis Dust Content Water Absorp.

Cr. Stone 20 mm Cr.Stone 10 mm Flakiness Bulk Density 10%FineValue

Wadi Gra. 20 mm Wadi Gra.10 mm Soundness Chloride Sulfate

Source

Dune Sand Beach Sand Sieve Analysis Dust Content Water Absorption

Wadi Sand Cr. Gravel Sand Bulk Density Chloride Sulfate

Cr. Stone Sand Soundness

تاريخ إلاصدار

صفحة رقم النموذج

Spec.Gravity

Test Required - BS-812:P-1,2,103,105,111,117&118 / ASTM:C88

Test Required - BS-812:P-1,2,103,,117&118 / ASTM:C88

(1) (2)رقم املراجعة/ رقم إلاصدار

QC-LAB-CF8

Organic Matter

For Lab Use Only

AGGR. (Mini 90 Kg. each Sample)

Bill No. :Agg No : Project No. :

Fine Aggregate

Specific Gravity

04/01/2018

1

Coarse Aggregate

Consultant Signature Sign verified by Lab. Personal

نموذج طلب اختبار للركام

T E S T R E Q U E S T F O R M F O R AGGREGATE TEST

Page 10: Project عورشلما Consultant يراشتسالاGravel Sand Bulk Density Chloride Sulfate Cr. Stone Sand Soundness رادصالإ (2) (1)خيرات ةحفص جذومنلا مقر

Project املشروع

Consultant الاستشاري

Contractor املقاول

Telephone Mobile No

Booking Date Received Date

Rebend Sulphur Carbon Nitrogen Phosphorus

رقم املراجعة/ رقم إلاصدار

رقم النموذج

نموذج طلب اختبار الحديد

S T E E L T E S T R E Q U E S T

Note: Test Certificate from the manufacturer is required

Consultant Signature Sign verified by Lab. Personal

Sample Required: 60 cm.Length 3 bars &

30 cm. Length 2 bars from each Diameter

Local Supplier:

T E S T R E Q U I R E D

Source:

For Lab Use Only

DIAMETER (mm)

BoltsRe-bar

As per standard a fresh sample should be submitted every "100" tonnes use of steel.

Bill No. :

As per standard a fresh sample should be submitted every "100" tonnes use of steel.

Test Method: BS 4449:1997 & BS EN 10002:1:2001

Tensile Bend

STEEL TYPE : Others

تاريخ إلاصدار

صفحة

(2) (1)

QC-LAB-CF9

04/01/2018

1

STL / Project No. :

Page 11: Project عورشلما Consultant يراشتسالاGravel Sand Bulk Density Chloride Sulfate Cr. Stone Sand Soundness رادصالإ (2) (1)خيرات ةحفص جذومنلا مقر

Project املشروع

Consultant الاستشاري

Contractor املقاول

Telephone Mobile No

Booking Date Received Date

رقم املراجعة/ رقم إلاصدار

رقم النموذج

CEMNT TYPE

GRADE

TESTS REQUIRED

TEST METHOD

SOURCE

CHEMICAL ANALYSIS

BS EN 196 P-2:2005

PHYSICAL TESTS

تاريخ إلاصدار

صفحة

(2) (1)

QC-LAB-CF10

For Lab Use Only

Consultant Signature Sign verified by Lab. Personal

OPC/SRC/MSRC

32.5N/ 42.5N/52.5N

04/01/2018

1

CEM NO / Project No. : Bill No. :

DETAILS TO BE FURNISHED

Note: One full packet of 50 kg sample is required for the tests.

نموذج طلب اختبار إلاسمنت

C E M E N T T E S T R E Q U E S T

BS EN 196 P1 & P-3 :2005

Page 12: Project عورشلما Consultant يراشتسالاGravel Sand Bulk Density Chloride Sulfate Cr. Stone Sand Soundness رادصالإ (2) (1)خيرات ةحفص جذومنلا مقر

Project املشروع

Consultant الاستشاري

Contractor املقاول

Telephone Mobile No

Booking Date Received Date

رقم املراجعة/ رقم إلاصدار

رقم النموذج

04/01/2018 تاريخ إلاصدار

صفحة

(2) (1)

QC-LAB-CF11

PAINT TYPE

BATCH NO.

Pigment Content

QUANTITY

****

TESTS REQUIRED (As per ASTM D4451,1644 &1475 )

1

PNT / Project No. : Bill No. :

DETAILS TO BE FURNISHED

SOURCE

Binder Content

Non Volatile Matter

COLOUR

نموذج طلب اختبار ألاصباغ

P A I N T T E S T R E Q U E S T

Sample required : Min.2 litre sample . Technical data sheet should be provided.

For Lab Use Only

Consultant Signature Sign verified by Lab. Personal

Specific GravityVolatile Matter

Page 13: Project عورشلما Consultant يراشتسالاGravel Sand Bulk Density Chloride Sulfate Cr. Stone Sand Soundness رادصالإ (2) (1)خيرات ةحفص جذومنلا مقر

Project املشروع

Consultant الاستشاري

Contractor املقاول

Telephone Mobile No

Booking Date Received Date

رقم املراجعة/ رقم إلاصدار

رقم النموذج

Sample required : Min. 2Kg.Sample Bitumen.Technical Data sheet should be provided

هموذج طلب اختبار البيتومين

B I T U M E N T E S T R E Q U E S T

T E S T R E Q U I R E D

Colour Drying Time

For Lab Use Only

Consultant Signature Sign verified by Lab. Personal

BITUMEN

Solid Content

Specific Gravity

Bill No. :

TEST METHOD: As per ASTM D244,D2939

SOURCE

تاريخ إلاصدار

صفحة

(2) (1)

QC-LAB-CF12

SAMPLE DESCRIPTION

GRADE

QUANTITY

04/01/2018

1

BIT / Project No. :

Page 14: Project عورشلما Consultant يراشتسالاGravel Sand Bulk Density Chloride Sulfate Cr. Stone Sand Soundness رادصالإ (2) (1)خيرات ةحفص جذومنلا مقر

Project املشروع

Consultant الاستشاري

Contractor املقاول

Telephone Mobile No

Booking Date Received Date

Sample used as

Point No. Test Location

رقم املراجعة/ رقم إلاصدار

صفحةرقم النموذج

(2) (1)

QC-LAB-CF13

04/01/2018

1

ISDT NO / Project No. : Bill No. :

تاريخ إلاصدار

Soil Description

Thickness Layer

Consultant Signature Sign verified by Lab. Personal

TEST METHOD BS 1377 : Part 9 : 1990

Test Level cm

(إختبار الدمك باملوقع )نموذج طلب اختبار كثافة التربة

IN- SITU DENSITY T E S T R E Q U E S T

For Lab Use Only

Source:

COMPACTION Specification Limit

Refer:

Proctor Reference

MDD:

OMC:

Page 15: Project عورشلما Consultant يراشتسالاGravel Sand Bulk Density Chloride Sulfate Cr. Stone Sand Soundness رادصالإ (2) (1)خيرات ةحفص جذومنلا مقر

Project املشروع

Consultant الاستشاري

Contractor املقاول

Telephone Mobile No

Booking Date Received Date

رقم املراجعة/ رقم إلاصدار

رقم النموذج

نموذج طلب اختبار البالط

TERRAZZO TILE T E S T R E Q U E S T

TEST METHOD: BS EN 13748 PART 1 & 2 : 2004

For Lab Use Only

Consultant Signature Sign verified by Lab. Personal

Others if anyWater Absorption

QC-LAB-CF14

Breaking Strength/Breaking Load

T E S T R E Q U I R E D

DIMENSIONS

04/01/2018

1

TTL / Project No. : Bill No. :

Requirement of Specimen: 10 Specimens each 1000m2

SOURCE

تاريخ إلاصدار

صفحة

(2) (1)

Page 16: Project عورشلما Consultant يراشتسالاGravel Sand Bulk Density Chloride Sulfate Cr. Stone Sand Soundness رادصالإ (2) (1)خيرات ةحفص جذومنلا مقر

Project املشروع

Consultant الاستشاري

Contractor املقاول

Telephone Mobile No

Booking Date Received Date

رقم املراجعة/ رقم إلاصدار

رقم النموذج

نموذج طلب اختبار العازل املائي

WATER PROOFING MEMBRANE TEST REQUEST

Test Method: UEAtc

WATER PROOFING MEMBRANE

QUANTITY

For Lab Use Only

SOURCE

GRADE

Tear Resistance(L&T)

Thickness

Consultant Signature Sign verified by Lab. Personal

Mass/Unit Area

Elongation(L&T)

Sample required : Min.1Roll(Membrane).Technical Data sheet should be provided (1 test every 10000m2 or less)

Heat stability

تاريخ إلاصدار

صفحة

(2) (1)

QC-LAB-CF15

T E S T R E Q U I R E D

1

SAMPLE DESCRIPTION

04/01/2018

Reinforcement Tensile Strength(L&T)

Water Absorption

WPM / Project No. : Bill No. :

Page 17: Project عورشلما Consultant يراشتسالاGravel Sand Bulk Density Chloride Sulfate Cr. Stone Sand Soundness رادصالإ (2) (1)خيرات ةحفص جذومنلا مقر

Project املشروع

Consultant الاستشاري

Contractor املقاول

Telephone Mobile No

Booking Date Received Date

رقم املراجعة/ رقم إلاصدار

رقم النموذج

Grass Block

Rondo

TYPE OF SPECIMENSIZE OF SPECIMEN (THICKNESS)

COLOR OF SPECIMENS

Uni Block

Uni Décor

Source: Specified Strength:

Decor Block

Behaton

Cercle Block

Florendo

1

CPB NO / Project No. : Bill No. :

تاريخ إلاصدار

صفحة

(2) (1)

QC-LAB-CF17

04/01/2018

Paving Block (15specimens of each batch & color are required) or 1000 m2

نموذج طلب اختبار إلانترلوك

PAYVING BLOCK (Interlock ) TEST REQUEST

Test Required & Method:Compressive Strength(BS-6717- P1:1993) + Water Absorption(ASTM-C140-09a) + Sulfate & Chloride(BS-1881-P124:1988)

Other

For Lab Use Only

Consultant Signature Sign verified by Lab. Personal

80 mm 60 mm

Rectangular Block

Page 18: Project عورشلما Consultant يراشتسالاGravel Sand Bulk Density Chloride Sulfate Cr. Stone Sand Soundness رادصالإ (2) (1)خيرات ةحفص جذومنلا مقر

Project املشروع

Consultant الاستشاري

Contractor املقاول

Telephone Mobile No

Booking Date Received Date

WATER

Minimum 1Lit.

SampleSulfate TDS pH Value

رقم املراجعة/ رقم إلاصدار

رقم النموذج

Test Required (AS PER BS 6068:2/ BS 1377:3)

04/01/2018

1

WAT/

تاريخ إلاصدار

صفحة

(2) (1)

QC-LAB-CF18

For Lab Use Only

Consultant Signature Sign verified by Lab. Personal

نموذج طلب اختبار املاء

WATER T E S T R E Q U E S T

Chloride

Source

Project No. : Bill No. :

Page 19: Project عورشلما Consultant يراشتسالاGravel Sand Bulk Density Chloride Sulfate Cr. Stone Sand Soundness رادصالإ (2) (1)خيرات ةحفص جذومنلا مقر

Project املشروع

Consultant الاستشاري

Contractor املقاول

Telephone Mobile No

Booking Date Received Date

Source

Liquid Limit Plastic Limit Proctor

Chloride Sulfate Organic Matter

رقم املراجعة/ رقم إلاصدار

رقم النموذج

Consultant Signature Sign verified by Lab. Personal

FIL / Project No. : Bill No. :

هموذج طلب اختبار الدفان

F I L L I N G T E S T R E Q U E S T

Filling Material

Mini.120 Kg.

Sample

Test Required -As per BS-1377:P-2,3&4 :1990/ BS 812:P103:1985

(2) (1)

QC-LAB-CF19

CBR

Sieve Analysis

04/01/2018

1

تاريخ إلاصدار

صفحة

For Lab Use Only

Page 20: Project عورشلما Consultant يراشتسالاGravel Sand Bulk Density Chloride Sulfate Cr. Stone Sand Soundness رادصالإ (2) (1)خيرات ةحفص جذومنلا مقر

Project املشروع

Consultant الاستشاري

Contractor املقاول

Telephone Mobile No

Booking Date Received Date

Beach Sand Natural Sand Dust Content B.Density Spec.Gravity

Chloride Sulfate Organic Matter

رقم املراجعة/ رقم إلاصدار

رقم النموذج

نموذج طلب اختبار رمل البالستر

P L A S T E R S A N D T E S T R E Q U E S T

Test Required - BS-812:P-1,2,103,,117&118 /BS 1377:3:1990

Sieve Analysis

W. Absorption

Plaster Sand

Mini. 60 Kg. Sample

For Lab Use Only

Consultant Signature Sign verified by Lab. Personal

Source

Project No. :PLA /

QC-LAB-CF20

تاريخ إلاصدار

صفحة

Bill No. :

04/01/2018

1

(2) (1)

Page 21: Project عورشلما Consultant يراشتسالاGravel Sand Bulk Density Chloride Sulfate Cr. Stone Sand Soundness رادصالإ (2) (1)خيرات ةحفص جذومنلا مقر

Project املشروع

Consultant الاستشاري

Contractor املقاول

Telephone Mobile No

Booking Date Received Date

Source

Dust Content B.Density Spec.Gravity

Chloride Sulfate Organic Matter

رقم املراجعة/ رقم إلاصدار

QC-LAB-CF21رقم النموذج

04/01/2018

1

Bill No. :

تاريخ إلاصدار (2) (1)

صفحة

Consultant Signature Sign verified by Lab. Personal

Project No. :MOR /

نموذج طلب اختبار رمل الطابوق

M O R T A R S A N D T E S T R E Q U E S T

Test Required - BS-812:P-1,2,103,,117&118 /BS 1377:3:1990

Sieve Analysis

W. Absorption

Mortar Sand

Mini. 60 Kg. Sample

Natural Sand

Cr. Stone Sand

For Lab Use Only

Page 22: Project عورشلما Consultant يراشتسالاGravel Sand Bulk Density Chloride Sulfate Cr. Stone Sand Soundness رادصالإ (2) (1)خيرات ةحفص جذومنلا مقر

Project املشروع

Consultant الاستشاري

Contractor املقاول

Telephone Mobile No

Booking Date Received Date

Liquid LimitPlastic

LimitProctor

Chloride Sulfate Organic Matter

رقم املراجعة/ رقم إلاصذار

1رقم النمورج

(2) (1)

QC-LAB-CF22

Bill No. :

تاريخ إلاصذار

صفحة

04/01/2018

Consultant Signature Sign verified by Lab. Personal

Project No. :ROB /

Source

نمورج طلب اختبار الرودبيز

R O A D B A S E T E S T R E Q U E S T

Test Required -As per BS-1377:P-2,3&4 :1990

Sieve Analysis

CBR

Road base

Mini. 120 Kg. Sample

Cr. GravelWadi Gravel

For Lab Use Only