Site Pour Entry — Velantra Pour Card

PC-2026-03-027 — Client Engineer approved ✅

SO-TN-2026-001 PC-2026-03-027

Drawing

STR-SLB-08 · Rev 1

Element

BM-C2-C4 · Beam

Grid / Location

C2–C4 / FL-03

Grade

M25

RMC Order (m³)

6.12 m³ · 2 trucks

Pour Sequence

Pour 1 of 1

Pour Start Time

Weather Conditions

Ambient Temp (°C)

Checklist Summary

Rebar & cover verified
Formwork checked & clean
Vibrator ready & tested
Cube moulds ready

View full checklist →

Truck Batch Log

T1

Truck 1

Batch No: RMC-2026-0412-018

✓ Logged

Batch No.

RMC-2026-0412-018

Volume (m³)

6.0

Arrival Time

09:18

Discharge Time

09:45

Fresh Concrete Temp (°C) IS 456

28°C

Slump (mm) Cl.7

90mm ✓

Cube Sample Taken

Yes — 1 set

Note: Good workability, no segregation observed. Concrete placed continuously.

T2

Truck 2 — In progress

Enter batch details as truck arrives

🚛 Arriving

Select Batch Cl.13.1

Fresh Concrete Temp (°C) IS 456

Slump (mm) Cl.7

Notes / Observations

During-pour Checklist IS 456

Check Item	Clause	Result
DURING CONCRETING
Time between Mixing & Pouring ≤ 90 min Cl.13.1	Cl.13.1
Weight of Mix Ingredients verified (batch ticket) Cl.10.2	Cl.10.2
W/C Ratio within design mix spec Cl.6.1	Cl.6.1
Slump (mm) — within specified range Cl.7	Cl.7
Concrete Temperature ≤ 35°C Cl.13.1	Cl.13.1
Pour Start Time logged
Pour End Time logged
Cube Sampling — sets taken, labelled & identified Cl.15.2	Cl.15.2

Pour Complete → Post-Pour ›