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Qatar Petroleum Procedure DESIGN & CONSTRUCT NEW ORBITAL HIGHWAY AND TRUCK ROUTE (P023) Contract 3: Orbital Highway Mesaieed to Salwa Road PROJECT ID: IA 12/13 C 062 ST 26 October 2015

Qatar Petroleum Procedure

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Page 1: Qatar Petroleum Procedure

Qatar Petroleum Procedure

DESIGN & CONSTRUCT

NEW ORBITAL HIGHWAY AND TRUCK ROUTE (P023)

Contract 3: Orbital Highway Mesaieed to Salwa Road

PROJECT ID: IA 12/13 C 062 ST

26 October 2015

Page 2: Qatar Petroleum Procedure

Date: 25/10/2015 Page 1 of 37

QP Pipe Protection Procedures

Removal of QP Pipeline bund wall

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Date: 25/10/2015 Page 2 of 37

QP Pipe Protection Procedures

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Date: 25/10/2015 Page 3 of 37

QP Pipe Protection Procedures

Trench Excavation close to pipeline

Excavation of hard rock material

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QP Pipe Protection Procedures

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QP Pipe Protection Procedures

Excavation and installation of support pedestal

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QP Pipe Protection Procedures

Trimming of excavation in preparation for foundation installation

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QP Pipe Protection Procedures

Excavated formation/foundation level

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QP Pipe Protection Procedures

Steel plates will be set prior to installation of arch segment

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QP Pipe Protection Procedures

Restricted zone during element lifting

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QP Pipe Protection Procedures

Arch Elements transported on flatbed trailer

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QP Pipe Protection Procedures

Off-Loading Arch elements using Lifting beam

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QP Pipe Protection Procedures

Storage of Arch Elements on Firm Ground and Proper Dunnage

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QP Pipe Protection Procedures

Marks on footing keyway

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QP Pipe Protection Procedures

Marks on unit side face for fast alignment

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QP Pipe Protection Procedures

Turning of Arch element with Side Brackets

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QP Pipe Protection Procedures

Installation of steel bracket on the segment

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QP Pipe Protection Procedures

First arch unit staggered by half width

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QP Pipe Protection Procedures

Total Station Survey Check of Crown Alignment

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QP Pipe Protection Procedures

Element in Footing Keyway (Unit position adjustment using hardwood wedges)

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QP Pipe Protection Procedures

STEP 4

RELEASE CRANE B. CRANE A CONTINUES PLACING UNIT

Erection Sequence of the Elements (units)

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QP Pipe Protection Procedures

Grouting Foundation Keyway

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QP Pipe Protection Procedures

Fig. A. Backfill Material zones Fig. B. Backfill material grain size

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QP Pipe Protection Procedures

Up to existing slope or final grade

Or minimum one span

Max

Backfill placement levels - Max. Differential height < 0.50 m

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QP Pipe Protection Procedures

Crown Beam Reinforcement Prepared According to Approved Drawings

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QP Pipe Protection Procedures

QP Pipe line protection structure - QP Arch Erection

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QP Pipe Protection Procedures

QP Pipe line protection structure - QP Arch Erection

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QP Pipe Protection Procedures

QP Pipe line protection structure - QP Arch Erection

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QP Pipe Protection Procedures

QP Pipe line protection structure - QP Arch Erection

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QP Pipe Protection Procedures

QP Pipe line protection structure - QP Arch Erection

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QP Pipe Protection Procedures

QP Pipe line protection structure - QP Arch Erection

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QP Pipe Protection Procedures

QP Pipe line protection structure - QP Arch Erection

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QP Pipe Protection Procedures

QP Pipe line protection structure - QP Arch Erection

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QP Pipe Protection Procedures

QP Pipe line protection structure - QP Arch Erection

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QP Pipe Protection Procedures

QP Pipe line protection structure - QP Arch Erection

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QP Pipe Protection Procedures

QP Pipe line protection structure - QP Arch Erection

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QP Pipe Protection Procedures

Minimum fill cover before heavy plant can cross the arch

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QP Pipe Protection Procedures

Table 1 — Earthworks Compaction criteria