029-ITP PAVING AND ROADS.pdf

Pearl GTL Project Shell Project No: HP-3000-QAT Project Document Number: T- 4.234.580

Purchase Order Number:

2MH127

LINDE ENGINEERING ENGINEERING

Contractor Project No: 5887 Project Rev.: Rev.: B

Page 2 of 6

QATAR QATA R SHELL SHELL GTL PROJECT (PEARL) C2 AIR SEPARATION UNITS CONSTRUCTION

D

B

16.03.2008

Ready For Construction

SB

UA

ZG

RFC

C

A

26.01.2008

Ready For Construction

SB

UA

MC/ZG

RFC

B

O

27.11.2007

Issued for Review

IU

UA/IO

MC/ZG

IFR

25.11.2007

Issued for Internal Review

IU

UA/IO

MC/ZG

IIR

Date

Description

A GAMA Rev.

Project Rev

No.

No.

Prepared Checked Approved By By By ORIGINATOR

Status

QSGTL PEARL PROJECT C2 ASU Construction Works

INSPECTION INSPECTION AND TEST PLAN PLA N ROADS & PAVING WORKS(FSI) S. GAMA QATAR

E. Not used

I: INSPECTION / TEST Item

1

2

3

4

5

Activity

Fill Material a) Classification of Soil b) Particle Size Distribution c) Optimum Moisture Content Water a) Chlorides b) Sulphates c) Ph d)Total Solids

Excavation (FSI)

Fill (In – situ) (FSI)

Soil density (compaction) and layer thickness

6

CBR (optional)

7

Final Elevation Checks

T-4.234.580 Rev. B

Characteristic to be Verified

3

Every 1000 m /MT

Date / REV.

X. CONTRACTOR QC

R: DOCUMENT REVIEW

C. COMPANY

S: SURVEILANCE

Control Procedure Reference

Responsible Party

a) Soil condition of excavated bottom b) Excavation completed and approved for next activity a) Visual inspection prior backfilling and scarifying the top 150 mm of sub grade b) Area free of deleterious material prior to backfilling c) Adjacent below ground structure correctly coated and protected in accordance with project specification

H: HOLD POINT. W: W:

WITNESS X

C

A

Lab Reports

I

R

S

I

BS 6068 and BS3148

Source Approval

R

R

R

I

Site Engineer

Latest Project drawings for required bottom levels and condition

Lab Reports Surveyor Report GAM-QCR-QACGTL001/006/008

I

S

S

I

Site Engineer

Area Free from Deleterious Material & as Specification

Checklist No GAM-QCR-QACGTL-007

I

S

S

LAB

As per Project Specification and ASTM D2922, D3017, D556 and D216

Lab report GAM-QCR-QACGTL-003

I

S

S

I

Lab Report

R

S

S

I

GAM-QCR-QACGTL-006

I

S / R

S

T-13.376.490

Acceptance Criteria

As per ASTM: D422 and BS 1377 As per ASTM: D 1557

T-13.376.490;T.13.377.360

Type (A): Every 300 m2 Type (B): Every750 m2 Type (c): Every400 m3

T-13.376.490

CBR to be performed when compaction/in situ Density not Carried.

DEP 34.13.20.31 Class 2.42

LAB

T-13.376.490

Site Engineer

Level of Final Grade Elevation

A. FUGRO (TPI)

S

T-13.376.490

T-13.376.490;T.13.377.360

16.03.2008 Rev- D

Verifying Documents

Laboratory

Once a day/any source change

GAM-ITP-QAC-GTL-029

ITP NO:

BS 1377 Chapter -7 Latest Project RFC Drawings for final grade levels

Page 4 of 6


ITP NO:

INSPECTION INSPECTION AND TEST PL PL A N ROADS & PAVING WORKS (FSI) S. GAMA QATAR I: INSPECTION / TEST Item

8

Activity

Concrete Paving

E. Not used

R: DOCUMENT REVIEW


Road width & alignment

16.03.2008 Rev-D

Date / REV. C. COMPANY

S: SURVEILANCE


H: HOLD POINT. W:

WITNESS Verifying Documents

S

X

C

As per drawing and standard specification 34.19.20.31

As per drawings

As per drawings

I

I

R

Level

As per drawings

Survey Report

GAM-QCR-QACGTL-006

I

I

W

Form work and Rebar (FSI)

As per drawings;T.13.377.360

As per drawing

As per drawing

I

I

R

Cleaning (FSI)

specification34.19.20.31; T.13.377.360

Free from debris

Visual

S

H

R

Concrete Laying

As per drawings

As per Pour card GAMQCR-QAC-GTL-009

GAM-QCR-QACGTL-009

I

H

W

S / R

S/ R

I

I

S / R

R

I

I

I

R

S

I

R

S

I

R

Flow Test Frequency – 1 Test for 1 mix

T-13.376.358 DEP-34.19.20.31; ASTM C 1611 T-13.376.358 DEP-34.19.20.31

Responsible Party

A. FUGRO (TPI)

Acceptance Criteria

Compressive strength @7 & 28 days (cube sample as per BS 1881)Testing Frequency as per T-13.376.358 Section 3.33

T.4.234.580 Rev-B

X. CONTRACTOR QC

GAM-ITP-QAC-GTL-029

Site Engineer / QCI

Laboratory/ Supplier

Laboratory

Testing Fresh Concrete. Flow = 650 Max “BS EN 12390-3” Testing of Hardened concretestrength of test specimens

Contraction & Expansion joints (FSI)

34.13.20.31&34.19.20.31; T.13.377.360

As per Drawing & Company Specifications

Surface Brushed Finishing

34.13.20.31&34.19.20.31

Visual

Curing (FSI)

Standard specification 34.19.20.31;T.13.377.360

As per Specification

Lab Report GAM-QCR-QACGTL-017 Laboratory Report/Supplier GAM-QCR-QACGTL-020 Drawing & Company Specification Company Specification As per Specification

I

A

Page 5 of 6


ITP NO:

INSPECTION INSPECTION AND TEST PL PL A N ROADS & PAVING WORKS (FSI) S. GAMA QATAR I: INSPECTION / TEST Item

Activity

E. Not used

16.03.2008 Rev-D

Date / REV.

X. CONTRACTOR QC

R: DOCUMENT REVIEW


GAM-ITP-QAC-GTL-029

C. COMPANY

S: SURVEILANCE


Responsible Party


Site Engineer

A. FUGRO (TPI)

H: HOLD POINT. W:

WITNESS Verifying Documents

S

X


Visual & GAMQCR-QAC-GTL006

I

W

R


GAM-QCR-QACGTL-051 & 052

I

W

R

As per drawing

As per Spec. & Drawings

I

H

W

Acceptance Criteria

C

A

For Shoulder a) Level & Alignments 9

a)Curb Stone Fixing b)Prime Coat & Tack Coat b)Coating

10

Asphalting to Shoulders

Level , Alignments & finishing


Site Engineer

11

Final Inspection

Finished Elevation Levels & Documentations

34.13.20.31 & 34.19.20.31

Site Engr / QCI

T.4.234.580 Rev-B

Page 6 of 6

029-ITP PAVING AND ROADS.pdf

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