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Concrete Truck Arrival & Delivery Record Template

Download a concrete delivery record template for truck arrival, batch-ticket traceability, slump and temperature tests, specimen IDs, ITP references and load disposition.

Concrete Truck Arrival & Delivery Record Template
Concrete Truck Arrival & Delivery Record Template
English version

Download a Concrete Truck Arrival & Delivery Record in Excel & PDF

A concrete delivery record is the site QA/QC record that connects each ready-mix truck and delivery ticket to the concrete placement, fresh-concrete tests, cube or cylinder specimens, inspection records and final load disposition. It should preserve traceability without replacing the supplier ticket, slump report, specimen register or ITP record.

Concrete Delivery Record Downloads

Use the blank record for live site deliveries, and refer to the completed form preview below when adapting the record to your project QA/QC system.

Download the Concrete Truck Arrival & Delivery Record in Excel

Download the Concrete Truck Arrival & Delivery Record in PDF

Set project-specific timing, testing, hold and acceptance requirements from the approved specification, mix, ITP and applicable procedures before use.

Blank concrete truck arrival and delivery record linking ready-mix delivery details to tests, specimen IDs, ITP references and load disposition
Blank concrete truck arrival and delivery record for linking ready-mix delivery details to pour location, fresh-concrete test references, specimen IDs, ITP controls and final load disposition.

What is a concrete delivery record?

A concrete delivery record is a project field record for one ready-mix delivery or load. It starts with the truck and batch ticket, then carries the references needed to follow that concrete through sampling, slump and temperature testing, strength specimens, inspection and final disposition.

Its value is not that it duplicates every other form. Its value is that it creates the link between them.

For example, a reviewer should be able to start with one truck record and retrieve the related delivery ticket, Concrete Slump Test Report, cube or cylinder set, ITP inspection reference and any NCR or rejection record raised for that load.

Concrete delivery record vs delivery ticket

The supplier's delivery ticket and the project delivery record are not the same document.

RecordMain purpose
Ready-mix delivery ticketSupplier/batch record identifying the delivered concrete and production information.
Concrete delivery recordProject-side control record linking that delivery to its destination, tests, specimens, inspections, additions and disposition.

The ticket remains a source document. The delivery record should capture its key identifiers and reference or attach the ticket rather than trying to reproduce every batching field.

What should a concrete truck arrival and delivery record include?

A practical record can be arranged around five groups: delivery identification, project destination, arrival controls, linked testing and final disposition.

Field groupTypical fields
Delivery identificationSupplier, batching plant, truck number, ticket number, mix/concrete designation and delivered quantity.
Project destinationPour number, structural element, location, drawing or inspection reference.
TimingBatch time, site arrival, sampling/test time and start/end of discharge where required by the project.
Fresh-concrete recordsSampling reference, slump report number, concrete temperature reference and other project-required field tests.
Strength specimensCube or cylinder set IDs linked to the load or representative sample.
On-site additionsWater/admixture addition, quantity, time and authorization where permitted and separately controlled.
Inspection / ITPInspection request, ITP activity, witness/hold reference or release record as applicable.
DispositionReleased for placement, held, retested, returned or rejected, plus NCR/rejection reference where applicable.
Completed concrete truck arrival and delivery record showing truck, ticket, slump, temperature, specimen, ITP and final disposition traceability
Completed concrete truck arrival and delivery record showing how one ready-mix load can be traced from the delivery ticket through sampling, slump and temperature records, cube or cylinder IDs, ITP inspection and final disposition.

Start with the truck and batch ticket

The first job of the record is to prevent loss of identity. Record the truck and ticket reference before the delivery becomes mixed into the wider pour documentation.

Quollnet's Concrete Batch Ticket & Mix Verification QA/QC checklist can be used for the detailed verification step. The delivery record should capture the identifiers and outcome needed for later retrieval rather than repeat the whole inspection checklist.

Link the delivery to the actual pour

A truck number alone is not enough. The record should identify where the concrete went: pour number, level, grid, element, pile, foundation, slab zone or another controlled project location.

Where an inspection request, pour card or ITP release is used, record that reference as well. This creates a direct chain between the delivered load and the authorized placement activity.

Keep sampling and slump testing as linked records

The delivery record should show whether the load was sampled and tested, but it does not need to reproduce the full test procedure.

For representative sampling, use the Fresh Concrete Sampling Checklist. For the physical cone test, use the Concrete Slump Test Procedure Checklist.

Once the test is complete, enter the slump-test report number or other controlled reference. The detailed result belongs in the Concrete Slump Test Report Template; the delivery record simply makes the connection visible.

Link cubes or cylinders to the same load

When strength specimens are made from a sample associated with the delivery, enter the specimen set IDs before closing the truck record. This avoids a common traceability gap where the laboratory can identify the specimen but the site team cannot quickly identify the original delivery.

The specimen IDs can then continue into the Concrete Cube Test Register or the project's laboratory database. The delivery record should not copy later compressive-strength results unless the project intentionally uses a combined concrete log.

Connect the delivery to the slump register

The delivery record is load-specific. The project Concrete Slump Register & Log is the running summary used to retrieve and review many slump tests over time.

Where the load has a slump-test record, use the same report/test identifier in both documents. That makes it possible to move from truck → test report → register entry without creating separate unrelated numbering systems.

Record timing without inventing a universal delivery limit

Batch, arrival and discharge times can be important project controls, but the form should not hard-code one universal maximum time for every concrete mix, climate or project.

Record the actual times and let the project specification, approved mix, producer requirements, applicable code and authorized project procedure determine whether a time limit has been exceeded.

For the broader delivery and point-of-discharge sequence, Quollnet's Method Statement: Ready-Mix Concrete Delivery Ticket Inspection and Point-of-Discharge Quality Testing provides a practical workflow that can be adapted to project requirements.

Record water or admixture additions as controlled events

If an on-site addition is permitted, the record should make that event visible. Useful fields include the type of addition, quantity, time, who authorized it and the related retest or instruction reference.

The record should never imply that the site team can add water or admixture merely because the slump is outside an expected value. The approved mix, supplier controls and project procedure govern whether an adjustment is permitted.

If a slump result is outside the entered project requirement, the separate guide High or Low Concrete Slump: Retest, Hold, Adjust or Reject? explains the decision sequence without treating the test result as an automatic rejection.

Use the ITP reference to show the inspection path

The delivery record should identify the relevant inspection/test activity when the project ITP controls ready-mix receipt, testing or release. For a concrete-specific workflow, see the ITP – Ready-Mix Concrete Point-of-Discharge Inspection and Testing.

The ITP determines the required inspection points, responsibilities and project acceptance basis; the delivery record provides the load-level traceability back to that process.

Separate test results from load disposition

A measured slump, concrete temperature or delivery time is a recorded fact. The final decision on the load is a separate project action.

The disposition field should therefore record what actually happened, for example:

  • released for placement;
  • held for review;
  • retested;
  • released after authorized action;
  • returned; or
  • rejected.

Where the load is rejected or a formal nonconformance is raised, include the NCR or rejection reference rather than trying to recreate the entire corrective-action process inside the delivery form.

One record per truck or one record per pour?

For truck-level traceability, one record per delivery is normally the cleanest arrangement because each supplier ticket and truck remains independently identifiable. A project can combine deliveries on a pour summary, but that summary should not destroy the underlying load references.

On high-volume pours, the individual delivery records can feed a separate concrete pour log or project register so that QA/QC can review the sequence without opening every source record.

What this record should not replace

The concrete delivery record should connect the project QA/QC documents, not absorb all of them.

  • Ready-mix delivery ticket
  • Approved concrete mix design
  • Sampling record or checklist
  • Detailed slump test report
  • Temperature or other fresh-concrete test records
  • Cube/cylinder specimen and laboratory records
  • ITP / inspection request
  • Slump register or concrete test register
  • NCR, rejection or corrective-action record

Standards and project requirements

The delivery record itself is a project control form. It does not replace the standards governing the tests linked to it.

ASTM lists ASTM C172/C172M-25 as the active practice for obtaining representative samples of freshly mixed concrete and ASTM C143/C143M-26a as the active slump-test method. BSI lists BS EN 12350-1:2019 as current for sampling and common apparatus and BS EN 12350-2:2019 as current for the slump test.

Use the project specification, approved mix, ITP, applicable standard and authorized project procedure to set the actual testing frequency, limits, timing controls and disposition requirements.

References

ASTM C172/C172M-25 – Standard Practice for Sampling Freshly Mixed Concrete

ASTM C143/C143M-26a – Standard Test Method for Slump of Concrete

BS EN 12350-1:2019 – Testing fresh concrete: Sampling and common apparatus

BS EN 12350-2:2019 – Testing fresh concrete: Slump test

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Concrete Truck Arrival & Delivery Record Template

Frequently Asked Questions


FAQ

Q: What is a concrete delivery record?

A: It is the project-side QA/QC record used to link one ready-mix delivery to its truck and ticket, placement location, fresh-concrete tests, specimen IDs, inspection references and final disposition.

FAQ

Q: Is a concrete delivery record the same as the supplier delivery ticket?

A: No. The supplier ticket is a production and delivery source record. The project delivery record references that ticket and connects the load to project testing, inspection and placement records.

FAQ

Q: What should a concrete truck arrival record include?

A: Typical fields include supplier, truck, ticket, mix, quantity, batch and arrival times, pour location, sampling and slump references, concrete temperature, cube or cylinder IDs, ITP or inspection reference, authorized additions and final disposition.

FAQ

Q: Should the concrete delivery record include the full slump result?

A: It may include a summary result if useful, but the controlled detailed result should remain in the individual slump test report. The delivery record should carry the report or test reference needed to retrieve it.

FAQ

Q: How should cubes or cylinders be linked to the delivery?

A: Record the specimen set IDs associated with the representative sample or load, then use the same IDs in the laboratory record or concrete cube/cylinder register.

FAQ

Q: Should every truck have its own delivery record?

A: For load-level traceability, one record per delivery is usually the cleanest arrangement. A project may also maintain a pour summary, but the individual truck and ticket references should remain identifiable.

FAQ

Q: Can the record decide whether a concrete load is accepted or rejected?

A: No. It records the final authorized disposition. The project specification, approved mix, ITP and applicable procedure govern the decision.

Related Checklists


Concrete Batch Ticket & Mix Verification – QA/QC Inspection
✅ 26 items
Concrete Batch Ticket & Mix Verification ensures the delivered ready-mix matches the approved mix design before placement. This QA/QC concrete inspection focuses on batch ticket review, mix proportions, yield, and water–cement ratio confirmation, along with onsite adjustments and traceability. You will verify ticket fields, batching tolerances, admixture dosages, aggregate moisture corrections, and time stamps, then validate field parameters like temperature and slump per approved project specifications and authority requirements. By catching discrepancies early—such as excess water, incorrect admixture, or a mismatched mix ID—you prevent strength loss, durability issues, and repair costs while maintaining a defensible audit trail. The checklist keeps scope tight: verifying batch tickets, mix compliance, and any onsite additions. It does not cover structural design, finishing, or curing beyond recording required values. Use this interactive tool to tick steps, add comments for exceptions, attach photos, and export signed records to PDF/Excel with a secure QR code.
Place Raft Concrete (Horizontal) – Inspection Checklist
✅ 26 items
Place raft concrete (horizontal) work demands disciplined planning and execution. This field-ready checklist helps teams deliver a defect-free raft slab pour, also known as mat foundation concrete placement or a horizontal foundation pour, by focusing on pour plan validation, controlled placement, effective vibration, joint management, and curing. It intentionally excludes reinforcement inspections to maintain tight scope on concrete placement operations. By following these steps, you minimize risks like honeycombing, segregation, cold joints, excessive bleeding, surface cracking, and uneven levelness, while improving density, durability, and schedule certainty. You will verify plant logistics, equipment readiness, layer thickness, vibrator coverage, discharge height, joint preparation, finishing tolerances, and curing duration—capturing photos, readings, and sign-offs as evidence. Use this checklist to streamline pre-pour meetings, guide site supervision, and document compliance per approved project specifications and authority requirements. Start interactive mode to tick items, add comments, attach evidence, and export PDF/Excel with a QR-secured record.
Concrete QA for Piles: Slump/Flow, Temperature, Cylinders/Cubes
✅ 25 items
Concrete QA for Piles ensures your pile concrete testing is performed consistently and traceably during deep foundation pours. This checklist focuses on fresh concrete sampling for bored piles, CFA piles, and drilled shafts, covering slump or flow measurements, temperature checks, and casting cylinders or cubes. It prioritizes accurate pile concrete sampling at the right time and location, proper compaction or non-compaction methods, and end-to-end identification of pile ID, truck/batch ID, and specimen ID. By keeping scope tight—on-site sampling and testing only—it avoids scope creep into mix approvals while reducing risks like segregation, blockages, excessive washout, or understrength sections. The result is reliable evidence that each pile pour met the approved project specifications and authority requirements, backed by photographs, readings, and signatures. Use this as a live tool: tick items in sequence, capture comments and photos, and export your complete record as PDF/Excel from the embedded QR code for authenticated sharing.
Verify Secant Pile Wall Concrete Classes | QA Checklist
✅ 23 items
Verify secant pile wall concrete classes is a focused quality-assurance checklist for confirming hard/soft pile assignments, strength classes, and overlap continuity in secant piling works. It supports site engineers and QA/QC teams verifying primary (soft) and secondary (hard) piles, concrete class compliance, and the continuity of the interlock between overlapping piles. The scope covers documentation, delivery ticket control, fresh concrete checks, sequencing, bite depth into primary piles, volume reconciliation, and compressive strength testing—while avoiding mix design re-engineering and structural design changes. By following these steps, teams reduce risks such as misassigned concrete classes, inadequate bite, loss of groundwater control, and nonconforming compressive strength that jeopardizes wall performance. Acceptance cues include verified design revisions, ticket-to-pile mapping, measured concrete properties, recorded cut-in depths, continuous pour logs, and test results tied to pile IDs. Use this interactive checklist to tick off tasks, add comments with photos, and export your evidence as PDF/Excel with a QR-secured audit trail.
Fresh Concrete Sampling Checklist for QA/QC on Site
✅ 26 items
Fresh Concrete Sampling Checklist ensures field teams obtain, handle, and identify a representative fresh-concrete sample before testing. This practical guide focuses on concrete sampling operations only—choosing a suitable sampling point, collecting a spot or composite fresh concrete sample, and safeguarding it for immediate testing. It emphasises clean equipment, prevention of contamination or segregation, correct timing during discharge, and clear identification so the representative sample links back to the truck/load and forward to slump, temperature, and cube/cylinder records. It does not cover performing the slump test, temperature measurement, casting/curing specimens, acceptance decisions, or placement/finishing. By following project specifications and the applicable sampling standard, site engineers, QA/QC inspectors, and technicians avoid biased results, rework, and disputes, delivering traceable, defensible outcomes on site. Use this interactive checklist to tick items, add comments, attach photos, and export PDF/Excel reports secured by QR for quick verification.

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