General • Inspections

FORM 2A-01-PILING

QUALITY INSPECTION FORM FOR PILING WORKS

MMX

05/31/2023

FORM 2A-01-PILING

QUALITY INSPECTION FORM FOR PILING WORKS

Project Name:

DÁrt Hills Residence

Block & PTD No:

1. Before Piling

Inspection Date:

1.1 Piles Materials

1.1.1 Piles Materials

Approved Grade

Yes
No
N / A

Approved Supplier

Yes
No
N / A

Production Date

Yes
No
N / A

At least 28 days after concrete casting date

1.1.2 Piles Sizes and Shape

According to piling structural drawings

Yes
No
N / A

1.1.3 Piles Condition

Should not have visual exposure of groups of coarse aggregates resulting from grout leakage

Yes
No
N / A

No cracks and damages

Yes
No
N / A

No exposed rebar

Yes
No
N / A

2. On the day of Piling

Inspection Date

2.1 Pile Driver Machine

2.1.1 Size of Pile Hammer

According to approved pile driver hammer size by structural engineer

Yes
No
N / A

2.2 Pile Driving

2.2.1 Pile Driving Alignment

Piles must always be vertically and horizontally aligned to the piling points during pile driving.

Yes
No
N / A

2.2.2 Pile Joint

Piling joints must be butt welded in full circuit length according to approved piling plan by structural engineer

Yes
No
N / A

2.2.3 Broken Piles

Broken piles at a piling point must be recorded and replaced with a replacement piling point right beside the original piling point. Replacement pile must be approved by appointed structural engineer.

Yes
No
N / A

2.2.4 Head of Pile

Head of pile must be protected by a helmet or dolly at all times during driving.

Yes
No
N / A

2.2.5 Set of Piles

Piles must be driven to set. Piles are only considered to be set if their penetration depth after 10 consecutive blows are below the tolerance level.

Yes
No
N / A

2.2.6 Dolly

Dolly are only allowed to be used for the last pile for a piling point up to a maximum dolly penetration depth.

Yes
No
N / A

2.3 Piling Tests

2.3.1 Eccentricity Tests

Actual piling points positions must be within tolerable distance from planned positions in piling plan by appointed structural engineer.

Yes
No
N / A

Appointed structural engineer must confirm the passing or failure of these tests.

Yes
No
N / A

Test Date

2.3.2 Pile Driving Analysis (PDA) Tests

Actual foundation bearing capacity and structural integrity must be sufficient. Appointed structual engineer must select the piles to be tested and witness the testing.

Yes
No
N / A

Project Name:

DÁrt Hills Residence

Block & PTD No:

1. Before Piling

Inspection Date:

1.1 Piles Materials

1.1.1 Piles Materials

Approved Grade

Approved Supplier

Production Date

At least 28 days after concrete casting date

1.1.2 Piles Sizes and Shape

According to piling structural drawings

1.1.3 Piles Condition

Should not have visual exposure of groups of coarse aggregates resulting from grout leakage

No cracks and damages

No exposed rebar

2. On the day of Piling

Inspection Date

2.1 Pile Driver Machine

2.1.1 Size of Pile Hammer

According to approved pile driver hammer size by structural engineer

2.2 Pile Driving

2.2.1 Pile Driving Alignment

Piles must always be vertically and horizontally aligned to the piling points during pile driving.

2.2.2 Pile Joint

Piling joints must be butt welded in full circuit length according to approved piling plan by structural engineer

2.2.3 Broken Piles

Broken piles at a piling point must be recorded and replaced with a replacement piling point right beside the original piling point. Replacement pile must be approved by appointed structural engineer.

2.2.4 Head of Pile

Head of pile must be protected by a helmet or dolly at all times during driving.

2.2.5 Set of Piles

Piles must be driven to set. Piles are only considered to be set if their penetration depth after 10 consecutive blows are below the tolerance level.

2.2.6 Dolly

Dolly are only allowed to be used for the last pile for a piling point up to a maximum dolly penetration depth.

2.3 Piling Tests

2.3.1 Eccentricity Tests

Actual piling points positions must be within tolerable distance from planned positions in piling plan by appointed structural engineer.

Appointed structural engineer must confirm the passing or failure of these tests.

Test Date

2.3.2 Pile Driving Analysis (PDA) Tests

Actual foundation bearing capacity and structural integrity must be sufficient. Appointed structual engineer must select the piles to be tested and witness the testing.

Appointed structural engineer must confirm the passing or failure of these tests.

Test Date

Photo Attachment

Remarks

MDSB Representative Signature:

Inspector:

Clerk of Work: