Masjid Sahabat_Testing Plan

CADANGAN KERJA-KERJA BAIKPULIH MASJID SAHABAT, SINDUMIN SABAH TESTING PLAN FOR CONCRETE WORKS Clause No.

Description

Unit

CONCRETE WORKS Concrete Concrete Design Mix Slump Test Compressive Strength Test

Frequencies of Testing

Minimum Nos of Tests Based on Guideline

1 1/10 m3 3 cubes/10 m3

Fine Aggregate Material Testing

1

Coarse Aggregate Material Testing

1

Cement Manufacturer Certificate Water

Litres Lab Test Result

Remark

If concrete supply readymix company, the design mix and material testing shall provide by the supplier.

TESTING PLAN FOR ROAD WORKS Name of Project: CADANGAN KERJA-KERJA BAIKPULIH MASJID SAHABAT, SINDUMIN SABAH District: SIPITANG, SABAH Clause No.

Description

Quantities Frequencies Unit in of B.Q Testing

Minimum Nos of Tests Based on Guideline

Remark

1 test/500m2

4 4

> 95% MDD > 30%

Bitumen Road Pavement A

B

C

Preparation OF Road Formation Level/ Sub-gra Field Density Test (FDT) M2 In - Situ CBR M2

2100 2100

1 test/500m2

150mm thick (Consolidated thickness) of high graded crusher run sub-base Material Suitablity Testing Field Density Test In - Situ CBR

M3 M2 M2

426.0 2,100

1/750 m3

1

1 test/500m2

2100

1 test/500m2

4 4

> 95% MDD > 30%

100mm thick (Consolidated thickness) of high graded crusher run base course Material Suitablity Testing Field Density Test In - Situ CBR

M3 M2 M2

426.0 2,100

1 test/500m2

2100

1 test/500m2

1 4 4

> 95% MDD > 80%

M2 Mix Design - Asphaltic Concrete Wearing Co No.

2100 1

tonne

400 1/400 Tonnes

1

M2

2,100 1 core/500 m2

4

D

Prime Coat MC 70 Bituminous emulsion on base coat

E

Asphaltic Concrete Wearing (ACWC) 50mm thick

1/750 m3

ACWC Sampling Marshall Test Bitumen Extraction Test Gradiation Analysis Coring Test Thickness Density

QA/QC MASTER PLAN FOR BILL 3C - RUNNING TRACK AND FIELD EVENT FACILITIES Name of Project : District :

CADANGAN PEMBINAAN KOMPLEKS SUKAN SEMPORNA, SABAH (FASA 1) SEMPORNA, SABAH Monthly Report

Clause No.

A

Description REINFORCED CONCRETE OPEN DRAIN 300mm Wide R.C Open Drain Grade 25 Concrete Compressive strength Slump Test Fine Aggregate Sieve Analysis

Unit

M M3

Quantities in B.Q

Frequencies of Testing

3 cubes/10 m3 1/10 m3

2

2

2

2

1/50 m3 1/50 m3

1 1

1 1

1/100 m3 1/200 m3 1/source

1 1 1

1 1 1

M3

Coarse Aggregate Sieve Analysis Flakiness and Elongation Index Aggregate Crushing Value

M3

Cement

Kg

1/sourse or manufacturer's cert.

B

300mm wide R.C covered drain Grade 25

Quantities Minimum Nos No of Tests used of Tests Based PASSED to date on Guidelines (Reporting Month)

48

Clay, Silt and Dust content for fine aggregate

Water

Minimum Nos No of Tests No of Tests of Tests Based PASSED FAILED on Guideline (Previously) (Previously)

Litres

M

If quality suspect

333

Concrete Compressive strength Slump Test Fine Aggregate Sieve Analysis

M3 3 cubes/10 m3 1/10 m3

11

11

11

11

1/50 m3 1/50 m3

3 3

3 3

1/100 m3 1/200 m3 1/source

3 3 3

3 3 3

3 cubes/10 m3 1/10 m3

2

2

2

2

1/50 m3 1/50 m3

1 1

1 1

1/100 m3 1/200 m3 1/source

1 1 1

1 1 1

M3

Clay, Silt and Dust content for fine aggregate Coarse Aggregate Sieve Analysis Flakiness and Elongation Index Aggregate Crushing Value

M3

Cement

Kg

1/sourse or manufacturer's cert.

Water

C

Litres

300mm wide R.C V Drain Grade 25 Concrete Compressive strength Slump Test Fine Aggregate Sieve Analysis

M M3

If quality suspect

66

M3


M3

Cement

Kg

1/sourse or

manufacturer's cert. Water

D

Litres

450mm wide R.C Open Drain Grade 25 Concrete Compressive strength Slump Test Fine Aggregate Sieve Analysis

M M3

If quality suspect

125 3 cubes/10 m3 1/10 m3

1

1

1

1

1/50 m3 1/50 m3

1 1

1 1

1/100 m3 1/200 m3 1/source

1 1 1

1 1 1

1/sourse or

1

1

3 cubes/10 m3 1/10 m3

3

3

3

3

1/50 m3 1/50 m3

1 1

1 1

M3


M3

Cement

Kg


E

Litres

900mm wide R.C Box Drain Grade 25 Concrete Compressive strength Slump Test Fine Aggregate Sieve Analysis Clay, Silt and Dust content for fine aggregate

M M3

If quality suspect

9

M3

Coarse Aggregate

M3

Sieve Analysis Flakiness and Elongation Index Aggregate Crushing Value Cement

Kg

1/100 m3 1/200 m3 1/source

1 1 1

1 1 1

1/sourse or

1

1

3 cubes/10 m3 1/10 m3

3

3

3

3

1/50 m3 1/50 m3

1 1

1 1


F

G

H

J

Litres

If quality suspect

EARTH DRAIN 900mm wide Earth Drain PRECAST REINFORCED CONCRETE PIPE CULVERT 450mm dia. Precast concrete pipe pipe culvert (Class M) Loading Test

M

48

No. M3

10

900mm dia. Precast concrete pipe pipe culvert (Class M) Loading Test REINFORCED CONCRETE SUMP 600mm x 600mm R.C Sump Grade 25 Concrete Compressive strength Slump Test Fine Aggregate Sieve Analysis Clay, Silt and Dust content for fine aggregate

M3

Coarse Aggregate Sieve Analysis Flakiness and Elongation Index Aggregate Crushing Value

M3

Cement

Kg

1/100 m3 1/200 m3 1/source

1

1

1 1

1 1

1/sourse or

1

1

3 cubes/10 m3 1/10 m3

3

3

3

3

1/50 m3 1/50 m3

1 1

1 1

1/100 m3 1/200 m3 1/source

1 1 1

1 1 1

1/sourse or

1

1


K

Litres

1200mm x 1200mm R.C Sump Grade 25 Concrete Compressive strength Slump Test Fine Aggregate Sieve Analysis

No. M3

If quality suspect

13

M3


M3

Cement

Kg


L

Mild Steel Grating/P.C Drain Cover Allow for P.C drain cover for 300mm x 300mm R.C drain

Litres

M

If quality suspect

333

2.6.5

Reinfocement High tensie reinforcement bars 25mm diameter

tonne

1 Test/35 Tone

1

1

Note : * Minimum no. of inspection shall be calculated and approved before commencement of Physical Work. ** Monthly report to be completed and approved before the 5th of every month. Prepared by,

Check and approved by,

JKR

eport

No of Tests Total Nos of Tests FAILED PASSED (Reporting Month) carried out todate

Total Nos of Tests FAILED carried out todate

Record in File No.

Form Ref.

Remark

Masjid Sahabat_Testing Plan

Recommend Documents