Three pours, three verdicts.

Real data from Civ. Eng. Ferhat Baş's Istanbul RC project — 6+2 floors, BS30 concrete, 58.5 t of B420C. Pick a scenario, seed it into the dashboard, then run a quick scan or full inspection.

▶ Replay debate (deterministic)

SCENARIO 01

APPROVED

Happy path — mat foundation pour

Compliant raft foundation, 8 agents pass, Municipality upholds.

A well-prepared bottom-mat reinforcement with proper spacers, clean trench, and verified splice lengths. The Moderator returns APPROVE, Belediye Agent upholds, human engineer countersigns.

Kimi-anticipated findings

Cover spacers placed at ≤1 m intervalsTS 500 7.6

Lap splice length ≥ 40Ø verifiedTS 500 7.2

Stirrup hooks bent to 135° (seismic)TS 500 7.4

HOW TO RUN · Upload a clean mat-foundation photo with visible spacers and rebar grid.

Run quick scan →Open dashboard

SCENARIO 02

CONDITIONAL

Conditional — column confinement zone

Cover shortage flagged by CoverAgent, Moderator issues CONDITIONAL.

Column bottom corner measures ~22 mm concrete cover, below the TS 500 25 mm minimum. Pour is blocked until spacers are re-bound and the element is re-photographed. All other categories pass.

Kimi-anticipated findings

Cover < 25 mm at bottom-left cornerTS 500 7.3

Stirrup spacing drift in confinement zoneTBDY 7.3.6

B500C rebar surface clean, no corrosionTS 500 5.3

HOW TO RUN · Upload a column cage photo where cover spacers are sparse or rebar visibly touches formwork.

Run quick scan →Open dashboard

SCENARIO 03

REJECTED

Reject — shear wall retaining

Inadequate shoring + missing spacers + rebar on earth. Pour blocked.

Retaining-wall cage rests directly on soil without plastic spacers; timber shoring is makeshift; trench debris not removed. Moderator returns REJECT, Belediye escalates to human engineer.

Kimi-anticipated findings

Cover < 50 mm (earth contact)TS 500 7.3

Plastic spacers missingTS 500 7.6

Formwork debris at trench baseTBDY 7.3.6

HOW TO RUN · Upload a deep-excavation retaining-wall cage photo (Fıstık fistik-01.jpg works well).

Run quick scan →Open dashboard

Project metadata

1340 ADA 43 PARSEL

Engineer: Ferhat Baş (TMMOB)

Concrete

BS30 · 466.75 m³

C30/37 equivalent

Rebar steel

B420C · 58 514 kg

S420 equivalent

Formwork

2 280 m²

Source: ideCAD 10.94 metraj