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Honed Basalt and Slip Resistance: The Data Behind the Safety

Introduction — Why Slip Resistance Data Matters for Honed Basalt

Honed basalt slip resistance testing provides the quantitative foundation for safe design decisions in high-stakes applications including pool decks, commercial plazas, accessible ramps, and pedestrian terraces. Building codes, accessibility guidelines (ADA in the US, DDA in the UK), and legal duty-of-care requirements increasingly demand documented slip performance data rather than subjective assessments. This technical guide delivers practical tools for specifiers, safety officers, and facility managers: lab test request templates, field verification protocols, threshold interpretation tables, copy-ready specification language, and sample datasets that demonstrate how to evaluate honed basalt safety through evidence-based analysis.

Table of Contents

Key Concepts — What Slip Resistance Tests Actually Measure

Static vs Dynamic Friction (COF)

Static coefficient of friction measures the force required to initiate sliding between two surfaces at rest. Dynamic coefficient of friction quantifies the resistance once sliding motion has begun. For pedestrian safety, dynamic values typically provide more relevant data since they represent conditions during actual slipping events.

Unless cited to our S.N.S laboratory certificates, figures in this guide are indicative planning values — confirm project-specific numbers with your quote.

Most modern slip resistance testing focuses on dynamic measurements under controlled conditions that simulate real-world pedestrian contact scenarios.

Pendulum Test / British Pendulum (Dynamic Slip Under Shoe)

The pendulum test uses a standardized rubber slider that swings across the test surface, measuring energy loss through friction contact. Results are reported as Pendulum Test Value (PTV) or British Pendulum Number (BPN), with higher values indicating greater slip resistance.

This test simulates shoe-sole contact under dynamic conditions and provides particularly relevant data for pedestrian walkways and commercial spaces where shoe traction is the primary safety concern.

DCOF (Dynamic Coefficient of Friction) and Tribometer-Style Tests

DCOF testing uses mechanical tribometers that drag standardized test feet across surfaces under controlled normal forces. Common instruments include the BOT-3000 (Brungraber Mark II) and similar ANSI/ACCT-approved devices that measure resistance during sliding motion.

These tests provide numerical coefficients that directly correlate with slip probability under specific conditions, making them valuable for quantitative safety specifications and risk assessment protocols.

Ramp Tests and Human-Subject Protocols

Ramp testing involves human subjects walking on inclined surfaces under controlled conditions to determine safe slope limits for specific surface-footwear combinations. This methodology provides the most realistic assessment but requires specialized facilities and safety protocols.

Human-subject testing is typically reserved for critical applications or when laboratory methods fail to provide conclusive guidance for complex surface-contaminant-footwear interactions.

How Surface Variables Affect Test Outcomes

Surface roughness, finish quality, water films, organic contaminants, and temperature significantly influence slip resistance measurements. Honed basalt performance varies with grit level (400-1500 grit typical), sealer application, joint detailing, and maintenance condition.

Temperature effects can alter both surface friction and contaminant viscosity, requiring careful environmental documentation during both laboratory and field testing procedures.

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A technical machine performing a slip resistance test
This image symbolizes the scientific data and testing discussed in the article.

Lab Test Methods: What to Request from an Accredited Lab (Step-by-Step)

Copy-Ready Pendulum Test Request Template

PENDULUM SLIP RESISTANCE TEST REQUEST

Test Standard: BS 7976-2 or equivalent regional method identifier before issuing.

Sample Preparation: Honed basalt specimens, 300mm x 300mm x 20mm minimum, factory finish as specified, no post-fabrication treatments unless noted

Test Conditions: Wet surface with distilled water, ambient temperature 20°C ± 2°C, minimum 5 test locations per specimen

Reporting Requirements: Mean PTV ± standard deviation, individual test values, instrument calibration verification, test date, laboratory accreditation number, environmental conditions during testing

Special Instructions: Test both parallel and perpendicular to primary honing direction if directional texture present

DCOF Test Request Template

DYNAMIC COEFFICIENT OF FRICTION TEST REQUEST

Test Standard: ANSI A326.3 or equivalent regional method identifier before issuing.

Test Equipment: approved tribometer model – BOT-3000, PIAST, or equivalent before issuing.

Sample Preparation: Honed basalt specimens, 150mm x 150mm x 15mm minimum, representative finish condition, clean and dry pre-test conditioning

Test Protocol: Wet DCOF measurement with SBR test foot, 5 replicates minimum per specimen, standard test solution per method requirements

Reporting Requirements: Mean DCOF ± standard deviation, individual measurements, instrument model and calibration date, test temperature, surface preparation notes, laboratory accreditation details

Quality Control: Include reference standard verification and measurement uncertainty analysis

Field Test Protocols — How to Validate Safety On-Site (Copy-Ready)

Field Pendulum Testing Protocol

Pre-Test Checklist:

  • Clean test surface with pH-neutral cleaner, rinse thoroughly, allow complete drying
  • Verify pendulum calibration using reference standard per manufacturer requirements
  • Document weather conditions: air temperature, surface temperature, humidity, recent precipitation
  • Photograph test locations for record-keeping and repeat testing reference

Testing Procedure:

  1. Mark test locations at 1m intervals across representative surface areas
  2. Record environmental conditions every 30 minutes during testing
  3. Apply water film using standardized spray bottle or graduated cylinder
  4. Conduct 5 replicate measurements per location, allowing 2-minute intervals between tests
  5. Clean pendulum slider between locations to prevent contamination carryover
  6. Document any surface irregularities or conditions that might affect results

Safety Controls:

  • Restrict pedestrian access during testing operations
  • Use textured footwear and maintain three-point contact on wet surfaces
  • Have emergency communication and first aid resources readily available

DCOF Field Spot-Check Protocol

Equipment Setup:

  • Portable tribometer with current calibration certificate
  • Standardized test solutions and applicator bottles
  • Digital thermometer for surface temperature measurement
  • Clean microfiber cloths for surface preparation

Measurement Sequence:

  1. Surface preparation: Clean 300mm x 300mm test area thoroughly
  2. Temperature recording: Document surface temperature within ±2°C
  3. Contaminant application: Apply standardized water film per test method
  4. Measurement execution: Conduct 3-5 replicate measurements at each location
  5. Data recording: Log all values with location coordinates and environmental conditions.

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A honed basalt pool deck with water on its surface
This image visually represents a key scenario where slip resistance is crucial.

Interpreting Numbers — Thresholds, Use-Cases & Practical Guidance

Illustrative Threshold Table by Use-Case

Application TypeTest MethodIllustrative Wet ThresholdSafety Notes
Pool Edge (Barefoot)Pendulum (BS 7976-2)≥40 PTVConsider micro-texture for <35 PTV
Commercial PlazaDCOF (ANSI A326.3)≥0.42Higher traffic requires ≥0.50
Residential TerracePendulum (BS 7976-2)≥35 PTVAdequate for controlled conditions
Accessible RampDCOF (ANSI A326.3)≥0.60May require ramp test verification
Interior LobbyDCOF (ANSI A326.3)≥0.42Consider maintenance impact
Wet Service AreaPendulum (BS 7976-2)≥45 PTVAdditional drainage required

Note: All threshold values are illustrative and must be verified against current regional codes and standards.

Pass vs. Suitable Performance

A surface may technically “pass” minimum code requirements while still requiring additional safety measures for practical use. For example, honed basalt may still benefit from textured transition strips at pool edges or high-traffic zones.

Consider cumulative risk factors including slope, drainage, maintenance protocols, and user demographics when interpreting threshold compliance versus real-world safety performance.

Sample Data & Worked Examples

Illustrative Performance Dataset

Surface TypePendulum (PTV)DCOF (Wet)Recommended Use
Honed Basalt (800-grit)38 ± 30.44 ± 0.03Terraces with drainage
Honed Basalt + Micro-texture42 ± 20.52 ± 0.04Pool surrounds, plazas
Honed Basalt (Sealed Film)31 ± 40.38 ± 0.05Interior only, avoid wet areas
Flamed Basalt58 ± 40.68 ± 0.04High-traffic exteriors
Polished Basalt18 ± 20.22 ± 0.03Interior features only
Concrete Paver45 ± 30.48 ± 0.04Standard comparison

All values are illustrative and represent typical ranges under standardized laboratory conditions.

Worked Example: Pool Deck Decision Analysis

Illustrative worked example (not measured data): Honed basalt specimen showing 38 PTV (pendulum) and 0.44 DCOF (wet)

Threshold Comparison:

  • Pool edge requirement: ≥40 PTV (illustrative threshold)
  • Specimen performance: 38 PTV (2 points below threshold)
  • Risk assessment: Marginal performance requiring mitigation

Decision Process:

  1. Calculate safety margin: 40 – 38 = 2 PTV deficit
  2. Evaluate mitigation options: Micro-texturing could increase performance to 42 PTV (illustrative)
  3. Cost-benefit analysis: Surface treatment vs. alternative finish selection
  4. Final recommendation: Specify micro-textured honed finish or implement textured safety strips.

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A magnified view of the textured surface of a honed paver
This image provides a technical explanation for how the finish provides grip.

Mitigation Strategies When Honed Basalt Tests Low

Design Fixes

Patterning and Texture Integration: Incorporate micro-textured bands at 500mm (20″) intervals or transition zones where slip risk increases. Alternating textured strips provide safety enhancement while preserving overall aesthetic character.

Slope and Drainage Modifications: Implement minimum 2% slope away from standing water areas. Install discrete drainage channels at pool edges or high-splash zones to minimize extended water contact periods.

Surface Treatments

Abrasive Honing: Light abrasive treatment using 220-400 grit diamonds can increase surface roughness while maintaining honed appearance. Illustrative performance improvements of 5-8 PTV are achievable through controlled re-texturing.

Anti-Slip Coatings: Transparent slip-resistant treatments can enhance performance but may alter appearance, maintenance requirements, and long-term durability. Evaluate coating compatibility with basalt mineralogy and sealer systems before application.

Maintenance Controls

Cleaning Regimes: Weekly power washing removes organic films that reduce slip resistance. Quarterly joint sand replenishment prevents debris accumulation that could create slip hazards during heavy precipitation.

Retexturing Intervals: Illustrative re-texturing every 3-5 years for high-traffic areas maintains optimal slip performance as surface wear gradually reduces initial roughness levels.

Specification & Contract Language — Copy-Ready Clauses

Pre-Shipment Lab Testing Clause

SLIP RESISTANCE VERIFICATION: Contractor shall provide laboratory test reports from Stone Lab For Testing for each material lot, showing compliance with wet slip resistance of minimum. Testing shall be performed on representative samples showing actual finish condition and surface preparation. Non-compliant materials shall not be shipped to project site.

Site Mockup Acceptance Testing Clause

FIELD VERIFICATION TESTING: Prior to bulk material delivery, Contractor shall install 2m x 2m mockup panels for Owner verification using field pendulum testing. Mockup acceptance requires achieving minimum under wet conditions with 5 replicate measurements per panel. Accepted mockups establish quality standards for full installation.

Post-Installation Verification Clause

FINAL SLIP RESISTANCE ACCEPTANCE: Within 30 days of substantial completion, Owner’s testing agent shall perform field verification testing at minimum 10 locations across installed surfaces. Failure to achieve specified minimums triggers remedial obligations including surface treatment, partial replacement, or full replacement at Contractor’s expense. 5% contract value holdback released upon successful final acceptance testing.

Legal, Accessibility & Risk Considerations

Slip resistance data directly supports duty-of-care obligations and accessibility compliance documentation. Maintain comprehensive test records including batch identification, installation locations, and environmental conditions during testing for potential insurance claims or legal proceedings.

Commission human-subject ramp testing when laboratory methods cannot adequately predict performance for critical accessible routes or when conflicting test results require verification through actual pedestrian evaluation.

Document all testing procedures with photographic evidence, calibration certificates, and laboratory accreditation verification to establish defensible performance records throughout the project lifecycle.

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Maintenance & Long-Term Monitoring — Keep Safety Over Time

Monitoring Schedule

Quarterly Inspections (illustrative frequency):

  • Visual assessment of surface wear patterns
  • Joint condition and drainage functionality
  • Photographic documentation for trend analysis

Annual Testing (illustrative frequency):

  • Field pendulum spot-checks at high-traffic locations
  • Surface condition assessment and cleaning effectiveness evaluation
  • Sealer performance verification where applicable

Key Maintenance Tasks

Power Washing: Monthly high-pressure cleaning removes organic films and restores surface texture visibility. Use 2000-3000 PSI with appropriate standoff distance to prevent surface damage.

Joint Sand Replenishment: Quarterly replacement of joint materials prevents debris accumulation that could compromise drainage and create localized slip hazards during precipitation events.

Sealer Reapplication: Illustrative 3-5 year intervals maintain stain resistance without compromising slip performance. Always verify slip impact through test patches before bulk application.

Re-Testing Triggers

Conduct formal slip resistance re-evaluation when:

  • Visual wear patterns indicate significant surface change
  • Slip incidents occur despite proper maintenance
  • Major maintenance operations (refinishing, resealing) have been completed
  • 5 years have elapsed since last comprehensive testing (illustrative interval).

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FAQs — Practical Answers

Q: Is honed basalt inherently slippery when wet? A: Honed basalt typically achieves moderate slip resistance (request the pendulum and wet DCOF test reports for the finish supplied) when properly finished, but performance varies with grit level, sealer application, and maintenance condition.

Q: Will sealing change COF numbers? A: Yes. Film-forming sealers typically reduce slip resistance, while penetrating sealers have minimal impact. Always specify slip testing of sealed samples before project commitment.

Q: How often must I re-test slip resistance? A: Illustrative intervals: annual spot-checks for high-risk areas, 3-5 years for comprehensive testing, or immediately following significant wear, incidents, or maintenance operations.

Q: Can anti-slip coatings void stone warranties? A: Potentially yes. Surface treatments may affect warranty coverage for appearance, durability, or performance issues. Verify warranty implications before applying any post-fabrication treatments.

Q: Which test method should I use for barefoot pool decks? A: Pendulum testing typically provides more relevant data for barefoot applications, though some regions specify DCOF protocols. Consult local codes and consider both methods for comprehensive evaluation.

Q: How many test replicates are standard for lab reports? A: Minimum 5 replicates per test location for statistical validity. High-stakes applications may require 10+ replicates or multiple specimen testing to establish reliable performance ranges.

Internal Links & Resources

Explore technical specifications and performance data in our comprehensive Basalt Pavers Product Page. For comparative slip testing services and safety verification protocols, Request Safety Mockup & Testing to ensure optimal performance for your specific application requirements.

Lab Test Request Templates

Pendulum Test Request Template

PENDULUM SLIP RESISTANCE TEST REQUEST

Laboratory: [Insert accredited laboratory name and contact information] Project: Pearl bridge

Test Standard: BS 7976-2 or equivalent regional method identifier before issuing.

Sample Specifications:

  • Material: Honed basalt pavers
  • Dimensions: 300mm x 300mm x 20mm minimum
  • Finish: Factory honed to [insert grit specification]
  • Quantity: [Insert number of specimens]
  • Special preparation: [Insert any sealer or post-treatment requirements]

Test Conditions:

  • Surface condition: Wet with distilled water application
  • Temperature: 20°C ± 2°C ambient
  • Test locations: Minimum 5 locations per specimen
  • Replicate measurements: 5 per location

Reporting Requirements:

  • Mean PTV ± standard deviation for each specimen
  • Individual test values and location documentation
  • Instrument model, calibration date, and verification
  • Test date and environmental conditions
  • Laboratory accreditation number and scope
  • Digital photographs of test setup and specimens

Delivery: Submit complete report within one month of sample receipt

DCOF Test Request Template

DYNAMIC COEFFICIENT OF FRICTION TEST REQUEST

Laboratory: Project: HollyBush

Test Standard: ANSI A326.3 or equivalent regional method identifier before issuing.

Equipment Requirements: approved tribometer model – BOT-3000, PIAST, or equivalent before issuing.

Sample Specifications:

  • Material: Honed basalt pavers
  • Dimensions: 150mm x 150mm x 15mm minimum
  • Surface finish: [Insert finish specification]
  • Conditioning: Clean, dry pre-test preparation
  • Quantity: [Insert number of specimens required]

Test Protocol:

  • Test foot: SBR (Styrene Butadiene Rubber) per standard requirements
  • Surface condition: Wet with standard test solution
  • Measurements: 5 replicates minimum per specimen
  • Normal force: Per standard specification
  • Sliding speed: Per standard specification

Quality Control Requirements:

  • Reference standard verification before testing
  • Instrument calibration documentation
  • Measurement uncertainty analysis
  • Environmental condition monitoring

Reporting Requirements:

  • Mean DCOF ± standard deviation
  • Individual measurement values
  • Instrument model and calibration verification
  • Surface temperature during testing
  • Test solution specification and application method
  • Complete measurement uncertainty analysis

Field Test Protocol Checklist

Pre-Test Setup

Environmental Documentation: □ Air temperature: ___°C □ Surface temperature: ___°C
□ Relative humidity: ___% □ Wind conditions: ___ □ Recent precipitation: ___ □ Time since last cleaning: ___

Equipment Verification: □ Pendulum calibration current (date: ___) □ Reference standard verification completed □ Test solutions prepared per specifications □ Safety equipment available and inspected □ Photography equipment ready □ Test location markers prepared

Surface Preparation: □ Test area cleaned with pH-neutral cleaner □ Thorough rinse completed and documented □ Complete drying verified □ Surface defects or irregularities noted □ Access control established

Testing Execution

Location Management: □ Test locations marked at specified intervals □ GPS coordinates recorded where applicable □ Photographic documentation completed □ Representative surface areas confirmed □ Traffic control measures active

Measurement Protocol: □ Water application method consistent □ 2-minute intervals between replicate tests □ Equipment cleaning between locations □ Environmental monitoring every 30 minutes □ Data recording verified for completeness

Safety Controls: □ Textured footwear worn by all personnel □ Three-point contact maintained on wet surfaces □ Emergency communication available □ First aid resources accessible □ Weather monitoring for unsafe conditions

Illustrative Thresholds Table

Use Case CategoryPrimary Test MethodIllustrative Minimum ThresholdRisk Mitigation Notes
Pool Deck (Barefoot)Pendulum (BS 7976-2)≥40 PTV wetConsider ≥45 PTV for child areas
Commercial WalkwayDCOF (ANSI A326.3)≥0.42 wetIncrease to ≥0.50 for heavy traffic
Residential PatioPendulum (BS 7976-2)≥35 PTV wetAdequate for normal residential use
Accessible Ramp (<1:20)DCOF (ANSI A326.3)≥0.60 wetMay require human-subject verification
Interior CommercialDCOF (ANSI A326.3)≥0.42 wetConsider maintenance impact on performance
Exterior StairsPendulum (BS 7976-2)≥50 PTV wetAdditional nosing treatment recommended
Wet Service AreasPendulum (BS 7976-2)≥45 PTV wetEnhanced drainage and cleaning protocols
Public PlazaDCOF (ANSI A326.3)≥0.45 wetHigher values for liability protection

All threshold values marked illustrative – verify against current regional codes, accessibility standards, and insurance requirements before specification use.

The Versatility of Basalt Pavers in Outdoor Design

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Specification Contract Clauses

Clause 1: Pre-Shipment Testing Requirements

MATERIAL SLIP RESISTANCE VERIFICATION: Contractor shall provide certified laboratory test reports from an accredited testing facility for each production lot of honed basalt pavers. Testing shall be performed showing minimum wet slip resistance of [insert verified threshold value]. Test specimens must represent actual production finish quality and any specified surface treatments. Materials failing to meet specified minimums shall not be shipped to the project site and shall be replaced at no additional cost to Owner. Test reports must include laboratory accreditation documentation and instrument calibration verification.

Clause 2: Mockup Acceptance Testing

FIELD VERIFICATION PROTOCOL: Prior to bulk material delivery, Contractor shall install representative mockup panels of minimum 2m x 2m area for Owner acceptance testing. Field slip resistance verification shall be performed by Owner’s designated testing agent using portable pendulum equipment per [insert verified method identifier]. Acceptance requires achieving minimum [insert threshold value] under wet test conditions with five replicate measurements per panel location. Mockup panels meeting acceptance criteria establish the quality and performance standards for the complete installation. Rejected mockups require surface treatment or replacement prior to project material delivery.

Clause 3: Final Performance Verification

POST-INSTALLATION ACCEPTANCE: Within 30 calendar days following substantial completion, Owner shall engage qualified testing personnel to perform comprehensive slip resistance verification at minimum ten representative locations across the installed surface area. Testing protocol shall follow with wet surface conditions and minimum five replicate measurements per location. Surfaces failing to achieve specified performance minimums shall trigger Contractor remedial obligations including surface treatment, partial replacement, or complete replacement as determined by the severity and extent of non-compliance. Contract final payment holdback of five percent (5%) shall be released only upon successful completion of final acceptance testing and any required remedial work.


Ensure your honed basalt installations meet quantified safety standards through comprehensive testing and verification protocols. Contact Citadel Stone today for comparative slip testing services and safety-verified mockup panels that provide confidence in your design decisions. Follow our blog for ongoing insights about stone applications shared by your best stone supplier.

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Frequently Asked Questions

If your question is not listed, please email us at kareem@citadelstone.us

What lab tests actually quantify slip resistance for honed basalt — and which numbers should I demand?

Answer: The two most useful, widely accepted tests for finished stone are the Pendulum Test (BS-7976 / EN 13036-4) and the Dynamic Coefficient of Friction (DCOF) test in ANSI A326.3.

  • Pendulum (PTV) reports a Pendulum Test Value. Practical acceptance bands are: PTV < 25 = high slip risk; 25–35 = moderate; ≥ 36 = low slip risk for general wet pedestrian areas. For pool decks and ramps, specifiers often target PTV ≥ 45 for extra margin.

  • DCOF (wet) gives a coefficient (e.g., ≥ 0.42 is the common threshold for level interior spaces under ANSI A326.3). For wet barefoot or external pool decks, many codes and design teams prefer Pendulum PTV because it better reflects barefoot traction.
    When specifying honed basalt, require lot-level test certificates that show the exact finish tested (not a generic material number). Tie your acceptance criteria to one numeric test (e.g., “Pendulum PTV ≥ 36 wet for honed finish”) so there is no ambiguity at installation.

Answer: Honed basalt removes surface micro-peaks and produces a smooth, matte plane — that’s the aesthetic appeal — but the process also reduces surface texture, which is a primary contributor to wet traction. Key factors that change measured slip values:

  • Honing grit sequence & final buffing (finer grits = smoother = lower PTV/DCOF).

  • Quarry grain & mineral inclusions (some basalt beds have micro-aggregate that increases micro-texture even when honed).

  • Sealer type — film-forming sealers can reduce surface friction; breathable penetrating sealers usually have less effect.

  • Site contamination and wear — algae, soaps, or polishing from traffic can lower measured traction over time.
    Because of this variability, always test the actual honed sample from the production lot, and include post-production field wet testing of the installed mock-up to verify lab data under real conditions.

Answer: Convert numbers into rules-of-thumb and contract requirements:

  • Design: Don’t specify honed finish for unprotected pool edges, ramps, or high-water traffic zones unless the lot test exceeds a high safety threshold (e.g., PTV ≥ 45). Use a textured border (flamed or bush-hammered) at the immediate wet edge.

  • Specification: Require lot-level Pendulum or DCOF certificates, an on-site 2–4 m² mock-up tested wet, and an acceptance criterion (e.g., “Installed honed basalt shall demonstrate PTV ≥ 36 when wet; if not, supplier to provide a compliant finish at no cost”).

  • Maintenance: Publish a traction maintenance plan in O&M: routine fresh-water rinsing after salt/organics, quarterly cleaning with pH-neutral cleaners, annual wet traction spot checks, and retexturing or anti-slip treatment schedule if values drop below the threshold.

  • Retrofits: If post-installation testing shows low traction, options include adding anti-slip topical treatments, localized mechanical texturing (shot-blast or light abrasion by professionals), or installing textured safety strips at critical points. Each remedy should be tested on a mock patch first.

Answer: Use concise, testable clauses. Example you can paste into specs:

Slip Resistance & Acceptance: Supplier shall provide lot-level third-party Pendulum Test (BS-7976 / EN 13036-4) and/or DCOF (ANSI A326.3) reports for the exact honed finish delivered. Minimum acceptance: Pendulum PTV ≥ 36 (wet) for pedestrian areas; PTV ≥ 45 (wet) for pool edges and ramps. Prior to mass production, contractor to install a 2 m² on-site mock-up of the actual finished product and coordinate a wet-condition field Pendulum test. If the mock-up fails the specified threshold, the supplier shall, at no cost, (a) modify the finish to achieve compliance, or (b) replace the material with an approved alternative. Final acceptance requires documentary lab reports and passing the on-site wet test.

Also add a maintenance requirement: supplier provides the recommended cleaning and sealer regimes, and owner schedules annual wet traction retesting to catch long-term degradation. This clear, numeric language makes safety measurable, legally enforceable, and practical for both procurement and facilities teams.

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