bimaiKnooppunt Oost (demo)Meetings
Coordination session · 2026-09-22
coordination
Processed by Sanne Visser · Participants: Sanne Visser, Daan Mulder, Eva Kok, Ruben Smit, Mila Peters, Tom Hendriks
Summary
- Twelve new clashes since the last session, mostly structure versus drainage near the east abutment. [00:00:03]
- The deck slab over the new slip road needs to be thicker; decided at 450 mm. [00:31:05]
- MEP input for the pumping station is late again and could affect the DO-freeze. [00:25:40]
Decisions
| # | Decision | Replaces | At |
|---|---|---|---|
| i-03 | Deck slab thickness 450 mm | 2026-09-01-deck-slab-400 | 00:31:05 |
Actions
| Action | Who | Position | Due | At |
|---|---|---|---|---|
| Check the abutment clash with the drainage pipes | Ruben Smit | modeller-structure | 2026-10-06 | 00:14:32 |
| Fix the wall types in the structural model | modeller-structure (position) | modeller-structure | 2026-10-01 | 00:20:10 |
| Send the updated clash report to the client | Daan Mulder | design-coordinator | 2026-09-26 | 00:55:30 |
External actions
- Tom Hendriks (MEP): deliver revised drainage routing (due 2026-10-03) [00:15:02]
Risks and issues raised
- Late MEP input could delay the DO-freeze. [00:25:40]
Proposed rule changes (waiting for approval)
- Add zones C and D to the file naming convention (approved 2026-09-23). [00:47:50]