T E C H N I C A L S T U DY G U I D E · F I R E S A F E T Y E N G I N E E R I N G  
BS EN 1366-4:  
2006+A1:2010  
Fire Resistance Tests for Linear Joint Seals — Complete  
Reference with Interactive E & I Calculator  
C O M M I TT E E  
I C S C O D E  
P U B L I S H E D  
FSH/22  
13.220.50  
July 2006 · Amended 2010  
S TAT U S  
S U P E R S E D E D BY  
BS EN 1366-4:2021  
Withdrawn Aug 2021  
01  
Overview & Background  
BS EN 1366-4:2006+A1:2010 defines test methods to evaluate the  
fire resistance of linear joint seals — the materials and systems used  
to fill deliberate or construction-induced gaps at the junctions of  
building elements.  
What Are Linear Joint Seals?  
Linear joint seals are continuous seal systems installed in construction  
joints — the deliberate gaps left between adjacent building elements such  
as floor slabs, walls, ceiling panels, and their junctions. These joints exist  
for several unavoidable reasons: thermal movement causes structural  
elements to expand and contract with temperature; seismic activity  
requires building sections to move independently; construction  
tolerances inevitably leave gaps; and differential settlement causes  
structural members to shift relative to one another.  
Without a correctly specified and installed fire-rated joint seal, these gaps  
create direct pathways for fire, hot gases, and smoke to bypass carefully  
constructed fire compartments — negating the fundamental principle of  
compartmentation that underpins modern fire engineering design.  
Position Within the EN 1366 Series  
BS EN 1366 is the European suite of standards covering fire resistance  
tests for service installations — i.e., building elements that are not  
primary structural or separating elements but that penetrate, connect to,  
or run along separating elements. Part 4 deals specifically with linear joint  
seals. Other parts in the series cover penetration seals (Part 3), dampers  
(Parts 2 and 7), and cable management systems.  
The standard is used alongside EN 1363-1 (general principles of fire  
resistance testing) which provides the underlying furnace conditions,  
measurement methods, and general procedural framework that Part 4  
builds upon.  
Why the 2010 Amendment?  
Amendment A1:2010 was issued to correct technical inconsistencies in  
the original 2006 publication, principally relating to the application rules  
for classification (Clause 13) and certain aspects of the test procedure  
description. The amendment also clarified the relationship between  
mechanically induced movement tests in Annex A and Annex B, which had  
caused confusion in practice regarding which annex applied to which  
product scenario.  
CURRENT STATUS NOTICE  
BS EN 1366-4:2006+A1:2010 was formally withdrawn in August  
2021 and replaced by BS EN 1366-4:2021. Any new testing or  
certification programmes should reference the 2021 edition. Existing  
third-party certificates and CE/UKCA marks issued under the 2006+A1  
edition require review; many certification bodies have issued transition  
guidance. However, the 2006+A1 edition remains the most widely  
referenced in existing product documentation and is fully studied here  
as the foundational technical reference.  
02  
Scope & Purpose  
INCLUDED IN SCOPE  
EXCLUDED FROM  
SCOPE  
Linear joint seals in floors,  
Perimeter seals of curtain  
walling systems (EN 1364-3/4  
applies)  
walls and ceilings  
Tests without mechanically  
induced movement (Annex A)  
Load-bearing capacity of joint  
Tests with mechanically  
induced movement prior to  
or during fire test (Annex B)  
seals — not assessed  
Quantitative smoke and hot  
gas leakage rate  
All joint orientations: A  
(floor), B (floor/wall junction),  
C (wall), D (wall/ceiling  
junction), E (ceiling)  
measurement  
Fume generation or toxicity  
assessment  
Reaction-to-fire properties  
Mineral wool, intumescent,  
sealant, mortar, and  
(separate classification)  
compressible strip systems  
Structural integrity of the  
supporting wall or floor  
construction  
Both movement joints and  
static (non-movement)  
construction joints  
Perimeter fire barriers at  
floor/façade junctions  
(separate test methods  
apply)  
Multiple joint seals in a single  
test construction  
Key Objectives  
The primary objective of the standard is to provide a repeatable,  
reproducible laboratory test that generates performance data which  
can be used to classify joint seal products and systems. The classification  
data then informs regulatory compliance under national building codes (in  
the UK, principally Approved Document B), supports CE and UKCA product  
marking under the Construction Products Regulation, and underpins third-  
party certification schemes.  
A secondary objective is to establish field of direct application rules —  
the set of product configurations and installation conditions to which a  
test result may be directly applied without further testing. This is critical  
for commercial practicality: it would be economically impossible to test  
every possible combination of joint width, substrate, orientation and  
depth, so the standard defines logic-based extrapolation rules.  
03  
Standard Structure  
The standard comprises 13 normative clauses and 3 annexes (two  
normative, one informative), following the common EN format  
established by EN 1363-1.  
CL. 1  
Scope  
Defines application boundary, what is and is not included, and sets context  
within the EN 1366 family.  
CL. 2  
Normative References  
EN 1363-1, EN 1363-2, EN ISO 13943 (fire safety vocabulary). All referenced  
standards are integral to applying EN 1366-4.  
CL. 3  
Terms & Definitions  
Defines "linear joint seal", "joint width", "movement capability",  
"mechanically induced movement" and other key terms.  
CL. 4  
Test Equipment  
Furnace specification, restraint frame design, loading devices for movement,  
measurement equipment requirements.  
CL. 5  
Test Conditions  
ISO 834 time-temperature curve, pressure regime (20±5 Pa above ambient),  
tolerances, calibration requirements.  
CL. 6  
Test Specimens  
Construction requirements, specimen dimensions, 10:1 length-to-width ratio  
rule, substrate requirements and options.  
CL. 7  
Installation  
How the joint seal is installed in the specimen — fixing method, substrate  
preparation, joint gap dimensions, curing.  
CL. 8  
Conditioning  
Pre-test environmental conditions: minimum 12 hours at 23±5°C and 50±5%  
relative humidity per EN 1363-1.  
CL. 9  
Instrumentation  
Thermocouple placement rules on unexposed surface, roving thermocouple  
requirements, data logging specifications.  
CL. 10  
Test Procedure  
Sequence of fire exposure, movement schedule, cotton pad integrity checks,  
observation and recording requirements.  
CL. 11  
Performance Criteria  
E (Integrity) and I (Insulation) criteria definitions, failure conditions, and rules  
for multiple seals in one test.  
CL. 12  
Test Report  
Mandatory content: specimen description, seal identification, substrate  
details, test results, raw data graphs, photos.  
CL. 13  
Field of Application  
Direct application rules by orientation, substrate type, joint width, and  
movement capability. Key commercial clause.  
ANNEXES  
Annex A (Normative): Test conditions without mechanically induced  
movement — the static joint scenario. Most common test route for  
simple fillers and sealants.  
Annex B (Normative): Test conditions with mechanically induced  
movement — movement applied to the joint prior to fire exposure or  
during the fire test, simulating seismic and thermal cycling scenarios.  
Annex C (Informative): Guidance on use of the test results, including  
worked examples of applying field of application rules.  
Test Specimens &  
Orientations  
04  
Joint Orientations (A through E)  
A
B
C
D
E
Floor Joint  
Floor/Wall  
Junction  
Wall Joint  
Wall/  
Ceiling  
Junction  
Ceiling  
Joint  
Horizontal  
joint in floor  
slab; fire  
exposure  
from below  
upward  
Vertical joint  
in wall  
construction;  
fire exposure  
from one face  
horizontally  
Junction  
between floor  
and wall  
elements at  
90° angle; L-  
shaped  
Horizontal  
joint in  
ceiling; fire  
exposure  
from below  
as for soffit  
Junction  
between wall  
and ceiling at  
90° angle;  
inverted L-  
shaped  
through joint  
specimen  
specimen  
Specimen Sizing Rules  
The most important dimensional requirement in Clause 6 is the 10:1  
length-to-width ratio: the specimen length exposed to fire shall be at  
least 10 times the nominal joint width. For a 25 mm wide joint, the  
minimum specimen length is 250 mm — but in practice, all tests require a  
minimum specimen length of 900 mm regardless of joint width, to ensure  
the test is representative and furnace conditions are uniform along the  
joint.  
For joint seals wider than 90 mm, the specimen must be tested in a large-  
scale furnace capable of accommodating the required specimen  
dimensions — typically floor furnaces of 3 m × 4 m and wall furnaces of 3  
m × 3 m. This has practical implications for which laboratories can  
conduct the test.  
The supporting construction substrate plays a significant role in  
application rules. Autoclaved aerated concrete (AAC) blockwork is the  
standard substrate because it represents a demanding scenario for edge  
bonding of sealants. Results obtained with denser substrates (e.g. normal  
density concrete) may not transfer directly to AAC.  
MIN  
SPECIMEN  
LENGTH  
FURNACE  
TYPE  
REQUIRED  
JOINT  
WIDTH  
NOTES  
900 mm  
(governs over  
10:1)  
Most common scenario  
for narrow expansion  
joints  
≤ 25  
mm  
Standard  
furnace  
E.g. 60 mm joint → 600  
mm min, but 900 mm  
typical  
26–90  
mm  
Standard or  
10× joint width  
large furnace  
Large-scale  
furnace  
Limits number of labs  
able to conduct the  
test  
> 90  
mm  
10× joint width  
(≥ 900 mm)  
mandatory  
Both minimum AND  
maximum claimed  
width must be tested  
Any  
width  
05  
Test Procedure  
T = 345 × log (8t + 1) + 20 °C  
10  
ISO 834 Standard Fire Curve — where T = furnace temperature (°C), t =  
elapsed time (minutes). Furnace pressure maintained at 20 ±5 Pa above  
ambient.  
Pre-Test Conditioning  
1
Specimens conditioned per EN 1363-1 for a minimum of 12 hours at 23 ±5°C  
and 50 ±5% relative humidity. Initial thermocouple readings recorded as T₀  
baseline. All thermocouples verified functional.  
Instrumentation Setup  
2
Fixed thermocouples placed on unexposed face adjacent to joint and at  
specified positions away from joint. Roving thermocouple prepared. Cotton  
pad assembly checked. Data logging commenced at specified interval  
(typically every 30 seconds or 1 minute).  
Movement Induction (Annex B only)  
3
If movement testing applies: the mechanical actuator applies cyclic or static  
displacement equal to the claimed movement capability (e.g. ±15% of joint  
width or ±100% of manufacturer's claimed compression/extension).  
Movement may be applied prior to ignition, or commenced at a specified  
time during fire exposure.  
Fire Exposure — T = 0 to End  
4
Furnace ignition — test timing commences. Furnace follows ISO 834 time-  
temperature curve within tolerance bands specified in EN 1363-1. Pressure  
differential between furnace interior and ambient maintained at 20 ±5 Pa.  
Engineer monitors continuously for integrity and insulation events.  
Integrity Monitoring (E Criterion)  
5
Cotton pad checks performed regularly — pad held near but not touching  
the unexposed surface adjacent to the joint. Any ignition = immediate E  
failure. Sustained flaming exceeding 10 seconds on the unexposed face = E  
failure. Observations logged with timestamp to the nearest minute.  
Insulation Monitoring (I Criterion)  
6
Thermocouple readings logged continuously. I failure occurs when any fixed  
or roving thermocouple rises more than 180 K above the initial mean  
temperature T₀. Each thermocouple channel monitored independently. First  
failure timestamp recorded.  
Test Termination & Reporting  
7
Test terminated at first E or I failure for each seal, or at the claimed  
classification duration if no failure. For multiple seals: each judged  
independently. Results expressed as whole completed minutes elapsed  
before failure. Full test report prepared per Clause 12.  
06  
Performance Criteria: E & I  
The two primary performance criteria mirror those used across the EN  
13501-2 classification framework. Each criterion is evaluated  
independently; a product may achieve different time periods for E  
and I.  
E — INTEGRITY  
I — INSULATION  
DEFINITION  
DEFINITION  
The ability of the joint seal to  
prevent passage of flames and  
hot gases to the unexposed side  
of the construction.  
The ability of the joint seal to  
limit heat transmission to the  
unexposed side, preventing  
unacceptable temperature rise.  
FAILURE CONDITIONS  
(ANY ONE TRIGGERS  
FAILURE)  
FAILURE CONDITION  
Any thermocouple (fixed or  
roving) on the unexposed face  
rises more than 180 K above  
the initial average temperature  
T₀ recorded before test  
Cotton pad ignites when held  
near the unexposed face of  
the joint for 30 seconds  
commencement.  
Sustained flaming on the  
unexposed face persisting for  
more than 10 continuous  
seconds  
T_failure = T₀ + 180 K  
THERMOCOUPLE  
PLACEMENT  
IMPORTANT NOTE  
Fixed thermocouples placed  
centrally on the unexposed face  
at positions specified in Clause  
9. A roving (movable)  
Gap gauges are NOT used for  
linear joint seals under EN  
1366-4. The 6 mm and 25 mm  
gap gauge probes specified in  
EN 1363-1 for separating  
thermocouple is used to survey  
the surface; wherever the  
elements do not apply here —  
highest temperature is located,  
only cotton pad and flaming  
criteria are assessed for E.  
the roving is held there. All  
readings contribute to the 180 K  
limit check.  
Multiple Seals in One Test  
Where more than one linear joint seal is included in a single test  
construction, each seal is judged as an independent specimen. Failure of  
one seal's integrity or insulation does not invalidate the remaining seals,  
provided that the furnace conditions are maintained and the failure does  
not compromise the integrity of the test setup itself. This allows  
manufacturers to test multiple product variants in a single test event for  
cost efficiency.  
07  
Results & Classification  
HOW RESULTS ARE EXPRESSED  
Performance is expressed as the elapsed time in whole completed  
minutes to the nearest minute at which each criterion is first  
breached. A seal that maintained integrity for 58 minutes 42 seconds  
achieves 58 minutes for E purposes — it is then classified against the  
highest standard interval it exceeded.  
Standard Classification Intervals (per EN  
13501-2)  
E 30  
E 60  
E 90  
E 120  
E 180  
I 90  
E 240  
I 30  
I 60  
I 120  
EI 30  
EI 60  
EI 90  
EI 240  
EI 120  
EI 180  
TYPICAL  
APPLICATION  
CRITERIA  
REQUIRED  
DESIGNATION  
MEANING  
Integrity  
Non-insulated  
expansion joints,  
secondary  
No sustained  
flaming; no  
cotton pad  
ignition  
maintained;  
insulation not  
assessed/  
claimed  
E only  
barriers  
Both integrity  
AND insulation  
to same  
Primary fire  
compartment  
floor and wall  
joints  
E criteria +  
ΔT ≤ 180 K  
on all TCs  
EI  
classification  
period  
TYPICAL  
APPLICATION  
CRITERIA  
REQUIRED  
DESIGNATION  
EI (i↔o)  
MEANING  
Criteria met  
from both sides  
of the  
Two-directional  
fire walls, central  
core walls  
Full test from  
each face or  
by EXAP  
construction  
Limited radiation  
— not commonly  
used for joints  
Not typically  
applicable to EN  
1366-4  
Radiation flux  
≤ 15 kW/m²  
EW  
08  
Field of Direct Application  
Clause 13 defines the conditions under which a test result may be  
directly applied to real installation scenarios without further testing.  
Understanding these rules is essential for engineers specifying fire-  
rated joint seal systems.  
TESTED  
CONDITION  
DIRECTLY  
COVERED  
REQUIRES NEW  
TEST  
TOPIC  
Orientations A  
and B  
C, D, E require  
separate tests  
Orientation  
A (floor) only  
C (wall) only  
Orientations B,  
C, and D  
A, E require  
Orientation  
Orientation  
separate tests  
A, B, and C all  
tested  
All orientations  
A through E  
None — full  
coverage  
Concrete,  
denser  
Results do not  
transfer to steel  
frame without re-  
test  
Substrate  
AAC blockwork  
blockwork,  
masonry  
Widths beyond  
W_max; narrow  
widths below  
Any width  
between  
W_min and  
W_max  
Min width  
Joint Width  
W_min and  
max W_max  
W_min may require  
verification  
±X%  
Any claimed  
movement ≤  
X%  
Greater movement  
claims than tested  
value  
Movement  
Movement  
mechanically  
induced  
Static joint  
applications  
only  
No movement  
(Annex A)  
Any movement  
joint application  
09  
Accredited Test Laboratories  
All laboratories conducting BS EN 1366-4 tests must be accredited to  
ISO/IEC 17025 by their national accreditation body. In the UK this is  
UKAS; in Germany DAkkS; in France COFRAC; in the Netherlands RvA;  
and so on.  
Warringtonfire (Element  
Materials Technology)  
BRE (Building Research  
Establishment)  
Warrington, United Kingdom  
Watford, United Kingdom  
UKAS Accreditation No. 0249  
UKAS Accredited  
Full-scale large furnace capability  
(3×4 m floor, 3×3 m wall). Full EN  
1366-4 scope including Annex A & B.  
DIAP/EXAP services. CE & UKCA  
marking support.  
Large vertical and horizontal  
furnaces. Full EN 1366-4 testing.  
Long-established relationship with  
British Standards Committee FSH/22.  
National authority in building fire safety  
research. BRE was involved in  
development of the EN 1366 series and  
has extensive experience with the  
application rules and edge cases.  
Part of Element Materials Technology  
group. One of the UK's largest and most  
established fire test facilities with  
decades of experience on the EN 1366  
series.  
Cambridge Fire Research  
(CFR)  
Attain RTC  
United Kingdom  
UKAS Accredited  
Cambridge, United Kingdom  
UKAS Accredited / UK Approved Body  
4×3 m vertical furnace, 4×3 m  
3×3 m wall furnace, horizontal  
horizontal furnace. State-of-the-art  
facility. BS 476, EN 1364, EN 1366  
test suites under single accreditation.  
furnace. Full EN 1366-4 scope. Test  
evidence for third-party certification  
under CERTIFIRE and LPCB schemes.  
Modern facility with advanced furnace  
instrumentation and data acquisition.  
Capable of complex multi-seal specimen  
configurations.  
Specialist fire testing facility offering  
competitive turnaround for EN 1366-4  
joint seal testing. Well-regarded for  
precise thermocouple work and detailed  
test reports.  
UKTC (UK Testing &  
Certification)  
MPA Dresden / ift Rosenheim  
Germany (multiple sites)  
United Kingdom  
DAkkS Accredited | Notified Body  
Status  
UKAS Lab No. 21542  
Full-scale fire resistance testing.  
Accredited specifically for BS EN  
1366-4:2021. End-to-end service  
from test to UKCA marking.  
EN 1366-4 and full EN 1366 series.  
Notified body authority for CE  
marking across EU member states.  
Broad European application.  
Focuses on providing complete product  
certification journey. Useful for  
manufacturers seeking single-source  
testing and certification under the post-  
Brexit UKCA regime.  
Results from DAkkS-accredited German  
labs are valid for CE marking across all  
EU member states. Useful for  
manufacturers targeting pan-European  
market access.  
EFECTIS (France/  
Netherlands)  
SP Fire Research (RISE)  
Borås, Sweden  
Paris, France & Netherlands  
SWEDAC Accredited | Notified Body  
COFRAC / RvA Accredited | NB  
Status  
Full EN 1366 series. RISE (formerly  
SP) is a leading Scandinavian fire  
testing authority with significant  
expertise in service installation  
testing.  
Full EN 1366-4 capability. Large  
European group with labs in multiple  
countries. Supports CE marking and  
extended application reports.  
Scandinavian market leader. Particularly  
recognised for expertise in intumescent  
and passive fire protection system  
testing with deep involvement in EN  
standards development.  
One of Europe's largest independent fire  
testing groups. Particularly useful for  
manufacturers with pan-European  
distribution strategies.  
HOW TO VERIFY A LAB'S ACCREDITATION  
In the UK, check the UKAS directory at ukas.com . Request a copy of  
the lab's Schedule of Accreditation and confirm BS EN 1366-4 appears  
in the scope. For EU labs, check the European accreditation database  
via european-accreditation.org . For Notified Body status (CE  
marking), check the NANDO database at ec.europa.eu/growth/tools-  
databases/nando .  
2006+A1:2010 vs 2021  
Edition  
10  
2006+A1:2010  
(WITHDRAWN)  
2021 EDITION  
(CURRENT)  
TOPIC  
Movement only  
Movement permitted  
PRIOR TO fire or DURING  
fire exposure  
Movement  
Timing  
permitted PRIOR TO fire;  
during-fire movement  
removed  
10:1 ratio; 900 mm  
minimum; large furnace  
for >90 mm  
Rewritten with clearer  
provisions for wide seals  
and large specimens  
Specimen  
Section 6  
Expanded guidance on  
steel frame and  
composite panel  
substrates  
AAC primary; limited  
steel frame guidance  
Substrates  
Classification  
Reference  
EN 13501-2  
EN 13501-2 (unchanged)  
Curtain Wall  
Exclusion  
Perimeter seals of CW  
excluded  
Maintained with  
improved clarification  
Revised table with  
improved substrate  
transfer rules  
Field of  
Clause 13 with  
Application  
orientation table  
Market Status  
(UK)  
Basis for many existing  
UKCA certificates  
Required for all new  
testing from August 2021  
TRANSITION GUIDANCE  
Existing third-party product certificates (CERTIFIRE, LPCB, etc.) that  
were granted on the basis of tests conducted to BS EN  
1366-4:2006+A1:2010 do not automatically expire when the standard  
is withdrawn. Certification bodies typically allow a transition period  
(often 2–3 years from withdrawal) during which existing certificates  
remain valid, provided no product changes have been made.  
Manufacturers should check directly with their certification body for the  
specific transition timeline applicable to their certificate.  
Interactive E & I Fire  
Criteria Calculator  
11  
Fire Performance Assessment  
Tool  
Based on BS EN 1366-4:2006+A1:2010 — Clause 11 Performance Criteria  
& EN 13501-2 Classification  
EI Classification  
E – Integrity Check  
I – Insulation Check  
Enter the time in minutes at which each criterion first failed. The  
calculator determines the highest standard classification interval  
achieved per EN 13501-2.  
E — INTEGRITY FAILURE TIME (MINUTES)  
I — INSULATION FAILURE TIME (MINUTES)  
Enter failure times above to calculate classification  
STANDARD CLASSIFICATION THRESHOLDS  
E/I 30  
E/I 60  
E/I 90  
E/I 120  
E/I 180  
E/I 240  
Result expressed to nearest COMPLETED minute. Example: 89 min 55 sec →  
classified as E/I 60  
BS EN 1366-4:2006+A1:2010 — Fire Resistance Tests for Linear Joint Seals  
This study guide is for educational and reference purposes. Always consult the  
actual standard and accredited test evidence for regulatory compliance  
decisions.  
Standard now withdrawn — current edition is BS EN 1366-4:2021