Ontario | Engineering & Operations Platform

Field Inspection & QA/QC Log

Compliance Pass Rate: 100%

On-site quality assurance, structural checklists, and concrete/MEP test certificates.

Inspections Completed0 Records100% Verified On-Site

Design Codes VerifiedECP 203 • NFPA 90AEgyptian Building Standard

QA Inspectors Active3 Certified LeadsStructural • MEP • QA/QC

Pending Lab Coupons1 ItemConcrete 28-day break tests

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Fatima1:46 PM

Ahmed, please review on - the 250mm chilled water riser penetrates structural shear beam flange before tomorrow's concrete pour.

2MEP Chilled Water Pipe Sleeve Clash

Under Review

250mm chilled water riser penetrates structural shear beam flange. Requires sleeve.

MEP•Critical

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GIZA-TWR-B2-STRUCTURAL-FOUNDATION-REV3.dwg

Level B2 Raft Foundation & Core Walls • REV-3 (ECP 203)

Ahmed1:48 PM

Inspecting on site now with MEP contractor. Also rebar tension lap at Grid B3-D8 is checked and marked as Resolved per ECP 203.

2MEP Chilled Water Pipe Sleeve Clash

Under Review

250mm chilled water riser penetrates structural shear beam flange. Requires sleeve.

MEP•Critical

✓Verify Shear Wall SW-2 Rebar Tension Lap

Resolved

Rebar lap splice at Grid B3-D8 intersection compliant with ECP 203 (50d lap stagger).

Structural•High

Mahmoud2:05 PM

Foundation concrete slump station is active at with continuous sensor monitoring (target slump 160±20mm).

3Concrete Pour Slump Test Sensor Location

Open

Slump test station positioned at Grid A2. Target slump 160±20mm.

Civil•High

Fatima2:10 PM

تم التحقق من مخطط التكييف المركزي وننتظر اعتماد التعديل الهندسي النهائي.

Ahmed2:15 PM

Team, please tag if you spot any diagonal links missing at the core wall coupling beam.

✓Core Wall CW-1 Diagonal Seismic Link Check

Resolved

Engineering inspection mark logged on plan.

Structural•Critical