Inspection and Test Plan for Method Statement: Ready-Mix Concrete Delivery Ticket Inspection and Point-of-Discharge Quality Testing
AI-assisted inspection and test plan connected to a method statement, with PDF and Excel export.
More than a static template
Unlike a downloadable Word or PDF template, this ITP is an AI-assisted editable starting point directly connected to its method statement. Every inspection activity, hold point, and acceptance criterion is structured and ready to adapt to your project.
- AI-assisted customization — Tailor inspection activities and acceptance criteria to your specific project scope.
- Linked method statement — This ITP is connected to the corresponding method statement describing the work sequence.
- Multiple export formats — Download as a formatted PDF or editable Excel spreadsheet.
- Editable starting point, not a final document — Review and verify all content against your project specifications and standards before use.
What you can customize
When you save this ITP to your account, every inspection row becomes editable. You can add, remove, or modify:
- Inspection activity — Description of what is being inspected.
- Inspection type — Hold point (H), Witness point (W), Review (R), or Monitor (M).
- Responsibility — Contractor, subcontractor, engineer, or client.
- Frequency — How often the inspection occurs.
- Acceptance criteria — Referenced standard or specification requirement.
- Records — Forms, test reports, or checklists required as evidence.
Why this ITP is used
To control quality of fresh concrete at the point of discharge, ensuring compliance before placement.
Who uses this inspection and test plan
QA/QC inspectors, field technicians, site engineers, and the Engineer/Client representative.
When this ITP is prepared and submitted
At arrival of each ready-mix truck and during sampling/testing prior to authorizing discharge.
Who receives or approves this ITP
Engineer/Client Representative for review and approval.
Inspection scope
Covers ticket verification, sampling, slump, temperature, density/yield, optional air content, water addition controls, and cylinder fabrication/initial curing.
Typical hold, witness, and review points
H1 – Delivery ticket review before discharge; W1 – Water addition at site; H2 – Cylinder fabrication and identification.
Typical inspection records
Delivery ticket checklist; test logs (slump, temperature, density/air); cylinder log and COC; curing box log; calibrations; NCRs if any.
Important approval note
This ITP is an AI-assisted editable starting point, not a pre-approved document. Before use on any project, all inspection activities, hold points, and acceptance criteria must be reviewed and approved by the relevant parties (superintendent, principal contractor, or client representative) in accordance with your contract and project quality plan.
Always verify acceptance criteria against your applicable drawings, specifications, and regulatory requirements. Hold points must be confirmed with the relevant authority before work proceeds past that point.
Inspection and test plan
| Activity | Inspection / Test | Acceptance Criteria | Responsibility | Record |
|---|---|---|---|---|
| Truck positioning and safety setup | Visual verification of exclusion zone, wheel chocks | Safe access and exclusion zone established | Site Engineer / HSE | Prestart checklist |
| Delivery ticket review (H1 – Hold) | Verify batch time, revolutions, mix ID, W/Cmax, admixtures, quantities | Time ≤ 90 min or per spec; revolutions ≤ 300; ticket complete | QA/QC Inspector; Engineer Witness | Ticket checklist; signatures |
| Sampling – composite sample | Sampling per ASTM C172 | Composite from middle discharge; sampling ≤ 15 min; protected | Technician | Sample ID record |
| Temperature test | ASTM C1064 | Within specified range (typ. 10–32°C) [Verify] | Technician | Temperature log |
| Slump test | ASTM C143 | Within target slump ± tolerance [Verify] | Technician; QA/QC Witness | Slump log |
| Air content (if specified) | ASTM C231 (pressure) or C173 (volumetric) | Meets specified air content ±1.5% [Verify] | Technician | Air content log |
| Fresh density and yield | ASTM C138 | Density within ±2% of theoretical; yield within ±1.5% [Verify] | Technician | Density/yield record |
| Water addition at site (W1 – Witness) | Measure water; verify W/Cmax; 30 revolutions at mix speed | Post-addition slump/air within limits; W/Cmax not exceeded | QA/QC; Supplier; Engineer Witness | Water addition form; retest logs |
| Cylinder fabrication (H2 – Hold) | ASTM C31 – molding, rodding, finishing, ID | Mold within 15 min; initial curing 16–27°C; correct number/IDs | Technician; Engineer Witness | Cylinder log; H2 signature |
| Acceptance/rejection decision | Review all fresh results vs criteria | All parameters pass or corrected without exceeding limits | QA/QC with Site Engineer | Acceptance/reject note on ticket |
| Records and reporting | Document control check | Logs complete, traceable, signed same day | QA/QC | Daily concrete report; COC; calibration refs |
This table is a read-only public reference. Download the PDF or Excel version, or customize this ITP to edit it for your project.
Frequently asked questions
Related method statement
This Inspection and Test Plan is associated with the Method Statement: Ready-Mix Concrete Delivery Ticket Inspection and Point-of-Discharge Quality Testing method statement, which describes the step-by-step construction sequence, resources, materials, equipment, safety controls, and environmental controls for this activity.
View the Method Statement: Ready-Mix Concrete Delivery Ticket Inspection and Point-of-Discharge Quality Testing method statement →