Certification

DOCUMENTED, NOT JUST CLAIMED

Every claim our products rest on is backed by an independent body's certificate. You can read all of the documents below page by page and download them as PDFs.

PRODUCT AND SYSTEM CERTIFICATES

Documents covering the placing of the material on the market and the quality of its production.

Declaration of performanceEN 14889-2:2006

Declaration of Constancy of Performance

CE conformity certificate issued under the Construction Products Regulation (305/2011/EU) for Type 2 Poly Pro Fiber 54 mm polymer fibres. Factory production control verified under System 1.

Issued by
KGS — Türkiye Hazır Beton Birliği Kalite Güvence Sistemi
Document no
2055-CPR-306
Date
DOWNLOAD

Declaration of Constancy of Performance

KGS — Türkiye Hazır Beton Birliği Kalite Güvence Sistemi · 2055-CPR-306

Declaration of Constancy of Performance — Page 1
Quality managementTS EN ISO 9001:2015

TS EN ISO 9001:2015 Quality Management System

Quality management system certificate covering the manufacture of concrete fibre reinforcement products and construction chemicals, industrial flooring applications and road logistics services.

Issued by
UKS Uluslararası Kalite Sistemleri ve Belgelendirme
Document no
K-6174
Date
DOWNLOAD

TS EN ISO 9001:2015 Quality Management System

UKS Uluslararası Kalite Sistemleri ve Belgelendirme · K-6174

TS EN ISO 9001:2015 Quality Management System — Page 1

İTÜ FLEXURAL TEST REPORTS

Closed-loop, deformation-controlled bending tests carried out to EN 14651 on notched beam specimens at Istanbul Technical University's Building Materials Laboratory. A separate report was issued for each dosage.

Test reportEN 14651

İTÜ Technical Report — 2.0 kg/m³

EN 14651 flexural test results on C30 concrete prisms containing POLY-PRO 54 M macro synthetic fibre at a dosage of 2.0 kg/m³.

Issued by
İTÜ Deprem Mühendisliği ve Afet Yönetim Enstitüsü
Document no
2023-DE293A
Date
Test dosage
2 kg/m³
DOWNLOAD

İTÜ Technical Report — 2.0 kg/m³

İTÜ Deprem Mühendisliği ve Afet Yönetim Enstitüsü · 2023-DE293A

İTÜ Technical Report — 2.0 kg/m³ — Page 1
1 of 3
Test reportEN 14651

İTÜ Technical Report — 3.0 kg/m³

EN 14651 flexural test results on C30 concrete prisms containing POLY-PRO 54 M macro synthetic fibre at a dosage of 3.0 kg/m³.

Issued by
İTÜ Deprem Mühendisliği ve Afet Yönetim Enstitüsü
Document no
2023-DE293B
Date
Test dosage
3 kg/m³
DOWNLOAD

İTÜ Technical Report — 3.0 kg/m³

İTÜ Deprem Mühendisliği ve Afet Yönetim Enstitüsü · 2023-DE293B

İTÜ Technical Report — 3.0 kg/m³ — Page 1
1 of 3
Test reportEN 14651

İTÜ Technical Report — 4.0 kg/m³

EN 14651 flexural test results on C30 concrete prisms containing POLY-PRO 54 M macro synthetic fibre at a dosage of 4.0 kg/m³.

Issued by
İTÜ Deprem Mühendisliği ve Afet Yönetim Enstitüsü
Document no
2023-DE293C
Date
Test dosage
4 kg/m³
DOWNLOAD

İTÜ Technical Report — 4.0 kg/m³

İTÜ Deprem Mühendisliği ve Afet Yönetim Enstitüsü · 2023-DE293C

İTÜ Technical Report — 4.0 kg/m³ — Page 1
1 of 3
Test reportEN 14651

İTÜ Technical Report — 6.0 kg/m³

EN 14651 flexural test results on C30 concrete prisms containing POLY-PRO 54 M macro synthetic fibre at a dosage of 6.0 kg/m³.

Issued by
İTÜ Deprem Mühendisliği ve Afet Yönetim Enstitüsü
Document no
2023-DE293D
Date
Test dosage
6 kg/m³
DOWNLOAD

İTÜ Technical Report — 6.0 kg/m³

İTÜ Deprem Mühendisliği ve Afet Yönetim Enstitüsü · 2023-DE293D

İTÜ Technical Report — 6.0 kg/m³ — Page 1
1 of 3

Test results

HOW DOES RESIDUAL STRENGTH RESPOND TO DOSAGE?

The figures below are taken from the average row of Table 1 in the İTÜ Building Materials Laboratory reports. For each dosage, four beam specimens of 150×150×500 mm with a 25 mm notch at mid-span were tested, using C30 class concrete.

DosagefR1 · CMOD 0.5 mmfR2 · CMOD 1.5 mmfR3 · CMOD 2.5 mmfR4 · CMOD 3.5 mmLOP
2 kg/m³1.00.90.80.95.1
3 kg/m³1.41.21.21.35.0
4 kg/m³1.61.51.71.75.1
6 kg/m³1.92.12.42.55.0

MPa · fR: residual flexural tensile strength at the corresponding crack mouth opening displacement (CMOD). LOP: limit of proportionality. Values are the mean of four specimens and apply only to the concrete mix tested; the dosage for your project is calculated separately from your loads and slab thickness.

fR4 · CMOD 3.5 mm · MPa

WHICH DOSAGE DOES YOUR PROJECT NEED?

The test reports show how dosage changes performance. Let our engineers calculate the right figure for your slab.