G
Guest

Method Statement – Imported Fill Acceptance, Classification, Source Testing, Stockpile Sampling, Rejection Protocol, and Delivery Docket Reconciliation – Method Statement
Method Statement – Imported Fill Acceptance, Classification, Source Testing, Stockpile Sampling, Rejection Protocol, and Delivery Docket Reconciliation method statement and inspection test plan example.

Method Statement – Imported Fill Acceptance, Classification, Source Testing, Stockpile Sampling, Rejection Protocol, and Delivery Docket Reconciliation – Method Statement

AI-assisted method statement with matching ITP, PDF download, and Excel export.

Published 08 Jun 2026 Rev. 00 11 views
About this method statement: This method statement details how to accept and control imported fill from source approval through testing and stockpile sampling to lot release. It defines rejection criteria, testing frequencies, and delivery docket reconciliation for full traceability.

More than a static template

Unlike a downloadable Word or PDF template, this method statement is an AI-assisted editable starting point connected directly to a matching Inspection and Test Plan. Every section is structured, project-adaptable, and ready to export.

  • AI-assisted drafting — Customize every section with AI for your specific project scope.
  • Linked ITP — A matching inspection and test plan is generated alongside the method statement.
  • Multiple export formats — Download as a formatted PDF or editable Excel spreadsheet.
  • Editable starting point, not a final document — Review, verify, and adjust all content against your project requirements before use.

Static template vs. Quollnet workflow

FeatureStatic templateQuollnet
Project-specific contentManual fill-in requiredAI-assisted customization
Linked ITPSeparate document, no linkMatching ITP included
Export formatsUsually PDF onlyPDF and Excel
Structured sectionsFree-form layout13 standardized sections
Saved to your accountLocal file onlyCloud-saved, reusable
Content accuracyYou verify everythingAI-assisted, you still verify
CostOften free but time-intensiveFree to customize and download

What you can customize

When you save this method statement to your account, every section becomes editable. The following 13 sections are included:

  • Scope — Defines the activity and its boundaries.
  • References — Standards, specifications, and drawings.
  • Responsibilities — Roles and accountabilities.
  • Resources — Labour, plant, and equipment summary.
  • Materials — Materials and compliance requirements.
  • Equipment — Tools and equipment details.
  • Prerequisites — Hold points and pre-conditions.
  • Method sequence — Step-by-step construction sequence.
  • Safety controls — HSE risk controls and PPE.
  • Environmental controls — Environmental mitigation measures.
  • QA/QC — Quality inspection and test requirements.
  • ITP — Inspection and Test Plan table (has its own page).
  • Attachments — Referenced drawings and documentation.

Why this method statement is used

This method statement is used to define and communicate the approved procedure for carrying out method statement – imported fill acceptance, classification, source testing, stockpile sampling, rejection protocol, and delivery docket reconciliation on site. It ensures the work is planned in advance, the correct resources and controls are in place, and all personnel understand responsibilities, sequence, quality requirements, and safety controls before work begins. It aligns site execution with the documented scope and acceptance expectations.

Who uses this method statement

This method statement is used by contractors, site supervisors, project engineers, QA/QC engineers, HSE officers, consultants, and client representatives. It serves as a shared reference for planning, execution, supervision, inspection, and approval of the activity on site.

When it is prepared and submitted

The method statement is prepared before the work activity starts and submitted as part of the pre-construction documentation package for review and approval.

Who reviews or approves it

The method statement is usually submitted to the client representative, consultant, resident engineer, or project management consultant for review and approval before the work commences.

Important approval note

This method statement is an AI-assisted editable starting point, not a pre-approved document. Before use on any project, all content must be reviewed and approved by the relevant parties (superintendent, principal contractor, or client representative) in accordance with your contract and project quality plan.

For example: if your specification requires a departure from a referenced standard, that departure must be documented and approved separately — this method statement will not capture that automatically. Always verify against your applicable drawings, specifications, and regulatory requirements.

Method statement content

Scope

Purpose

Define the procedures and controls to accept, classify, test, sample, track, and either approve or reject imported fill materials prior to placement, and to reconcile delivery documentation for full traceability.

Scope of Work

  • Imported general fill, select structural fill, granular sub-base/backfill, and engineered embankment materials prior to placement.
  • Activities include: source approval, visual-manual classification, sampling and testing (Proctor, gradation, Atterberg limits, organic content, moisture), stockpile lot control, rejection/quarantine, and delivery docket reconciliation.
  • Interfaces with placement/compaction works (covered by separate Earthworks Placement Method Statement). This document stops at lot release for placement.

Exclusions

  • Compaction procedures and in-situ density/compaction verification of placed material (see Earthworks Placement MS/ITP).
  • Geosynthetics acceptance (separate MS if applicable).

Definitions

  • Lot: A discrete volume of stockpiled imported fill grouped for acceptance (typically 500 m³; adjust per specification). [Verify per project specifications]
  • Select/Structural fill: Higher quality envelope with tighter gradation/plasticity limits for structural zones. [Verify per project specifications]
  • General fill: Material used outside structural influence zones with broader limits. [Verify per project specifications]

References

Document TypeReference / NumberRevisionNotes
Standard ASTM D2487, ASTM D2488, BS 5930, BS EN ISO 14688
Standard ASTM D698, ASTM D1557, AASHTO T99, AASHTO T180, BS 1377-4
Standard ASTM D6913, ASTM D7928, BS EN ISO 17892-4
Standard ASTM D1140, BS 1377-2
Standard ASTM D4318, BS EN ISO 17892-12
Standard ASTM D2216, ASTM D4944, BS 1377-2
Standard ASTM D3665, ASTM D75, AASHTO T2, ASTM D4220, BS EN ISO 22475-1 Select appropriate practice per material type and specification.
Standard ISO 45001, ISO 14001, Local Regulations [Verify]
Standard ISO/IEC 17025

Responsibilities

RoleResponsibilityName / Party
Engineer Engineer/Principal’s Representative Client/Consultant
Contractor Contractor QA/QC Manager Contractor
Contractor Materials Engineer / Site Engineer Contractor
Contractor/Lab Field Technician / Laboratory Technician Contractor/Independent Lab
Contractor Materials Engineer Contractor
Contractor HSE Manager / Supervisor Contractor

Resources

Resource TypeDescriptionQuantityRemarks
Personnel QA/QC Manager, Materials Engineer, Site Engineer, Surveyor, Field/Lab Technicians, Storekeeper/Materials Controller, Truck Marshals/Spotters, HSE Officer. As required
Service ISO/IEC 17025 accredited for soils/aggregates testing within scope. 1

Materials

MaterialSpecification / GradeQuantityRemarks
Soil
Granular/low PI soil
Crushed aggregate

Equipment

EquipmentCapacity / TypeQuantityInspection Required
Set
As required
As required
As required

Prerequisites

  • Approved Method Statement and ITP.
  • Approved list of sources/borrow pits/quarries with supplier quality plans and evidence of permits and legal compliance.
  • Laboratory accreditation certificates (ISO/IEC 17025) and current equipment calibrations.
  • Sampling and testing plan with lots defined (default lot size 500 m³ unless specified otherwise). [Verify per project specifications]
  • Traffic Management Plan for delivery vehicles and stockpile area layout with designated quarantine zone.
  • HSE risk assessment, permits (e.g., mobile plant interaction, radiation if using nuclear gauge), and daily pre-starts.
  • Surveyed and signed-off stockpile pads with drainage, perimeter controls, and segregation signage.
  • Forms: delivery docket log, sample register and chain-of-custody (COC), lot release/NCR templates.

Method Sequence

StepActivityDescriptionResponsibilityInspection / Hold Point
1 Source Qualification Review supplier data; conduct initial sampling at source. Tests: classification (ASTM D2487/D2488), LL/PL (ASTM D4318), gradation (ASTM D6913), organic content (e.g., loss on ignition or wet oxidation per spec), sulfate/chloride if required, and Proctor (ASTM D698 for general, D1557 for structural/pavement zones). Materials Engineer Hold Point HP1 – No deliveries until source approved
2 Set Up Stockpile Area Prepare drained, firm pad; install signage for Approved, Pending, and Quarantine piles; define lot boundaries; implement surface water controls and traffic routes. Site Engineer Inspection prior to first delivery
3 Delivery Verification & Visual Classification At gate or stockpile: check each truck’s docket for supplier, source ID, material type, date/time, vehicle reg, gross/tare/net. Visually inspect material for color change, odor, organics, C&D debris, oversize, or moisture condition. Classify visually per ASTM D2488 and compare with approved source profile. Materials Controller / Site Engineer 100% of loads
4 Stockpiling & Segregation Tip and build stockpiles in thin layers, advancing face to minimize segregation. Keep different material classes separated by barriers and signage. No trafficking on piles except for sampling access platform. Foreman Routine surveillance
5 Lot Identification and Mapping Assign unique Lot IDs to stockpile volumes (default 500 m³). Install tags and geo-reference with survey pick-ups. Record link to delivery docket numbers. Site Engineer / Surveyor Check lot tags and records
6 Stockpile Sampling – Composite For each lot: collect minimum 5 increments at evenly distributed locations and depths 0.5–1.0 m into the pile face (top, mid, toe, both flanks). Avoid surface crust. Combine to 25–30 kg composite. Reduce using riffle/rotary splitter for test portions. Field Technician Witness Point WP1 – Sampling may be witnessed by Engineer
7 Laboratory Testing – Verification Perform: gradation (ASTM D6913), wash fines (ASTM D1140), Atterberg limits (ASTM D4318), moisture (ASTM D2216), Proctor (ASTM D698 or D1557 as specified). Additional tests if required (e.g., organic content, sulfate/chloride). Independent Laboratory Lab QA/QC
8 Testing Frequency – Minimum - Proctor (MDD/OMC): 1 per source and material type at approval, then 1 per 2,000–3,000 m³ or when visual change occurs. [Verify] - Gradation: 1 per 500 m³ for granular; 1 per 1,000 m³ for cohesive/soil fills. [Verify] - Atterberg limits: 1 per 1,000 m³ or when change detected. [Verify] - Moisture content: 1 per 250 m³ at receipt or per lot prior to placement. [Verify] - Additional (organics/sulfates): at approval then 1 per 5,000 m³ or change. [Verify] QA/QC Manager Audit of frequency adherence
9 Assessment & Lot Release Compare test results with acceptance criteria. If compliant, issue Lot Release Certificate authorizing placement. If not, proceed to Step 10 (Rejection/Rectification). QA/QC Manager Hold Point HP2 – No placement before release
10 Rejection / Rectification Protocol Trigger when loads/lots show: organics/debris > allowable; oversize > limit; PI/LL outside limits; gradation off-envelope; moisture unsuitable; unapproved source; odor/discoloration suggesting contamination. Actions: Segregate to Quarantine Zone; tag as NCR; notify supplier; option to reprocess (scalping/drying/blending) and retest, or remove from site. Maintain chain-of-custody. QA/QC Manager Engineer notified; may require witness
11 Delivery Docket Reconciliation Daily reconcile dockets against Lot IDs and survey volumes. Check cumulative tonnage vs theoretical bulk density to estimate m³. Verify weighbridge calibration is current. Investigate discrepancies >5%. Materials Controller / Quantity Surveyor Daily

Health, Safety, and Environment – Task-Specific Safety Controls

Key Hazards, Consequences, and Controls

1) Mobile plant–truck interaction at stockpile pad
- Consequence: Crushing/struck-by incidents, collisions.
- Engineering/procedural control: Implement Traffic Management Plan with one-way circuits, dedicated tip and load zones, spotters for reversing, plant–people separation (3–5 m minimum exclusion). Use radios and beacons.
- PPE: High-vis, safety boots, hard hat, gloves.
- Collective measure: Physical barriers/cones, plant segregation lines, designated pedestrian walkways.
- Inspection/permit: Daily pre-start, spotter in place, supervisor verification. [Verify per project HSE plan and local regulations]

2) Stockpile face collapse during sampling
- Consequence: Burial/asphyxiation, fractures.
- Control: No climbing faces >1.5 m; use excavator to flatten or create benches; sample from safe platforms; maintain 1:1 temporary angle if access needed.
- PPE: Hard hat, gloves, eye protection, boots.
- Collective: Mobile elevating work platform or portable access platform with guardrails where needed.
- Inspection/permit: Supervisor to authorize sampling setup; exclusion zone established.

3) Dust and respirable crystalline silica (RCS)
- Consequence: Respiratory irritation, long-term lung disease.
- Control: Water cart misting; limit drop heights; cover loads; cease work if wind exceeds threshold; rotate tasks.
- PPE: P2/N95 respirator when visible dust present.
- Collective: Fixed water points, speed limits to reduce dust plumes.
- Inspection/permit: Environmental dust monitoring as required; toolbox briefings.

4) Manual handling of samples
- Consequence: Strains/sprains.
- Control: Use mechanical aids, split samples into smaller containers (<15 kg each), team lifts; ergonomics training.
- PPE: Gloves, boots.
- Collective: Trolleys and benches for splitting.
- Inspection/permit: Supervisor checks for manual handling plan.

5) Hidden contamination in imported material
- Consequence: Health exposure, environmental harm.
- Control: Source due diligence; olfactory/visual checks; immediate quarantine of suspect loads; use VOC meter if specified.
- PPE: Gloves, eye protection, respirator if fumes/odors.
- Collective: Clearly signed quarantine area; spill kits.
- Inspection/permit: Environmental officer inspection; notification per plan.

6) Radiation hazard (if nuclear gauge used for moisture)
- Consequence: Radiation exposure.
- Control: Authorized and trained operators only; daily standard counts; secure storage.
- PPE: Dosimeter as required.
- Collective: Controlled area signage.
- Inspection/permit: Radiation permit and log maintenance.

7) Working near public roads during deliveries
- Consequence: Traffic crash risk.
- Control: Approved TMP; certified traffic controllers; wheel wash to prevent mud tracking; lighting for night deliveries if allowed.
- PPE: High-vis, hard hat.
- Collective: Barriers, signage per road authority.
- Inspection/permit: Road permits and audits.

Note: Where legal requirements vary, adopt the stricter of project HSE plan and local regulations. [Verify per project HSE plan and local regulations]

Environmental Controls

  • Sediment/runoff: Grade stockpile pads to perimeter drains; deploy silt socks/sediment basins; no discharge of turbid water without treatment.
  • Dust management: Water carts, speed limits, cover loads, cease work during high winds per trigger levels. Record dust suppression in daily logs.
  • Noise/vibration: Limit hours; maintain equipment; position stockpiles as acoustic shields where practical. [Verify per local regulations]
  • Contamination management: Quarantine suspect materials; take confirmatory tests; dispose/recycle via licensed facilities only; maintain waste transfer notes.
  • Spill prevention: Park refueling away from drains; spill kits at pad; report and clean immediately.
  • Invasive species/weed control: Require clean trucks; inspect and reject if contaminated with soils/vegetation from infested areas where applicable. [Verify per project environmental plan]
  • Public road cleanliness: Wheel wash and street sweeper as needed; no track-out beyond site access.
  • Material conservation: Minimize double handling; segregate by type to avoid downgrading; maintain moisture to reduce wastage by drying/crusting.

Quality Assurance and Quality Control

Lotting and Traceability

  • Default lot size 500 m³; adjust if specified. Each lot tagged and mapped with GPS coordinates and linked to delivery dockets.

Testing Plan and Frequencies

  • As per Method Sequence Step 8. Project-specific frequencies supersede these. Maintain a live log comparing delivered volumes vs tests performed.

Acceptance Criteria (Typical Benchmarks – Verify per project specifications)

  • General fill: LL ≤ 45; PI ≤ 20; Organic ≤ 2% m/m; Max size ≤ 150 mm (≤ 2/3 lift); Gradation within approved envelope.
  • Select/Structural fill: PI ≤ 12; LL ≤ 35; Fines (P0.075 mm) typically 2–15% unless specified; Max size ≤ 75 mm; Gradation within approved envelope.
  • Aggregates/backfill: Per approved gradation envelope (e.g., 0/31.5 mm Type 1) and durability indices.

Nonconformance Control

  • Immediate quarantine of suspect lots; raise NCR; perform root cause with supplier; corrective action may include scalping, drying/blending, or removal. Engineer to approve disposition.

Records and Calibration

  • Maintain: source approvals, delivery docket register, sample register/COC, lab reports, lot release certificates, NCR/CAR, calibration certificates (scales, moisture testers, nuclear gauge), personnel qualifications, daily diaries and photos.

Chain-of-Custody

  • Use tamper-evident seals, unique sample IDs with Lot linkage, timestamps, and courier logs. Preserve samples per ASTM D4220 and project requirements.

Attachments

  • Example Lot Release Certificate template (with Lot ID, volume, linked dockets, test summary, approvals).
  • Delivery Docket Reconciliation Sheet (daily tally, tonnage-to-volume conversion, variance tracker).
  • Sampling Checklist and Chain-of-Custody Form.
  • Stockpile Layout Plan and Signage Legend (Approved/Pending/Quarantine).
  • NCR/CAR Template for Unsuitable Material.
  • Calibration Certificates Index (moisture tester, scales, nuclear gauge if used).
  • Traffic Management Plan extract for stockpile area and delivery route.

This content is a read-only public reference. Download or customize to get an editable version.

ITP preview

The first inspection activities from the linked ITP for Method Statement – Imported Fill Acceptance, Classification, Source Testing, Stockpile Sampling, Rejection Protocol, and Delivery Docket Reconciliation:

ActivityInspection / TestAcceptance CriteriaResponsibilityRecord
Source qualification (initial)Classification (ASTM D2487/D2488), LL/PL (ASTM D4318), Gradation (ASTM D6913), Moisture–Density (ASTM D698/D1557), organics/sulfates if requiredMeets approved envelopes and thresholds; lab accredited; Engineer approval issuedContractor QA/QC + Independent Lab; Witness: EngineerSource Approval Report, test certificates
Delivery visual inspection and docket check (each load)Visual per ASTM D2488; docket verification; quick moisture (ASTM D4944) as neededApproved source; correct material; no visible contamination/oversize; documentation completeSite Engineer/Materials ControllerDocket log with inspection stamp, photos of suspect loads
Stockpile lot setup and identificationLayout and signage check; survey pick-upLot IDs installed; segregation ensured; drainage in placeSite Engineer/SurveyorLot register, survey records, photos

Showing 3 of 10 inspection activities. View full ITP →

Related Inspection and Test Plan

An Inspection and Test Plan (ITP) is available for Method Statement – Imported Fill Acceptance, Classification, Source Testing, Stockpile Sampling, Rejection Protocol, and Delivery Docket Reconciliation. The ITP defines the inspection activities, acceptance criteria, hold and witness points, responsible parties, and records required to verify the work described in this method statement.

View the Method Statement – Imported Fill Acceptance, Classification, Source Testing, Stockpile Sampling, Rejection Protocol, and Delivery Docket Reconciliation ITP →

Frequently asked questions

Use ASTM D698 (Standard Proctor) for general embankment fills and ASTM D1557 (Modified Proctor) for structural or pavement-related fills, unless project specifications state otherwise.

Typical is 1 test per 500 m³ for granular materials and 1 per 1,000 m³ for cohesive fills. Always verify and adopt project-specific frequencies if more stringent.

Collect at least five increments per lot from different locations and depths 0.5–1.0 m into the face, combine to a composite sample, and reduce using a riffle or rotary splitter.

Reject if visual contamination or oversize is present, if test results fall outside the approved envelope, or if the source is unapproved or does not match the delivery docket.

Each docket is checked for source and quantity, then linked to a Lot ID. Daily totals are reconciled against survey volumes and theoretical bulk density; discrepancies >5% are investigated.

Continue with related Quollnet resources connected to this method statement.

Related resources