Closed 7/6/26, 9:35 am
AUDIT RERUN: Slab cover query resolved. 40mm cover prevails through the 250mm joint band per detail 5/S-301; transition back to 30mm typical outside the band. No cost impact; no schedule impact. Issued and acknowledged on 06 June 2026 during functional audit rerun.
Formal project answer. Once sent, this is treated as the contractual response.
AUDIT RERUN: At construction joints between bays B and C, the 40mm cover detailed at 5/S-301 prevails. Use 40mm to top reinforcement across the 250mm-wide construction joint band, transitioning back to the typical 30mm cover outside the joint band. This matches the dowel positioning shown in section A-A on the same sheet. Issued during functional audit rerun.
Working discussion and draft responses. This thread is informal and can evolve.
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Variations that originated from this RFI. Capturing the link preserves the audit trail end-to-end (RFI raised, cost impact flagged, variation issued).
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Closed 7/6/26, 9:35 am
AUDIT RERUN: Slab cover query resolved. 40mm cover prevails through the 250mm joint band per detail 5/S-301; transition back to 30mm typical outside the band. No cost impact; no schedule impact. Issued and acknowledged on 06 June 2026 during functional audit rerun.
None yet.
None yet.
Formal project answer. Once sent, this is treated as the contractual response.
AUDIT RERUN: At construction joints between bays B and C, the 40mm cover detailed at 5/S-301 prevails. Use 40mm to top reinforcement across the 250mm-wide construction joint band, transitioning back to the typical 30mm cover outside the joint band. This matches the dowel positioning shown in section A-A on the same sheet. Issued during functional audit rerun.
Working discussion and draft responses. This thread is informal and can evolve.
No discussion comments yet.
Link to a hosted file (SharePoint, OneDrive, etc.). To upload a file directly, use the file picker below.
No attachments.
Archiving keeps history and hides this RFI from the register.