TYPE APPROVAL CERTIFICATE
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1 TYPE APPROVAL CERTIFICATE Certificate No: K-6282 File No: 334. Job Id: This is to certify: That the Structural Cementitious Grout with type designation(s) MasterFlow 9500 Issued to BASF SE Ludwigshafen, Germany has been assessed with respect to DNV Offshore Standard, DNV-OS-C502, Offshore Concrete Structures, 2012 Application : For use in load carrying grouted connections. Further details, including properties and operational limitations and approved production facilities, are given overleaf. This Certificate is valid until Issued at Høvik on DNV GL local station: Oslo, Norway for DNV GL Approval Engineer: Andreas Lervik Paola Mayorca Head of Section, Offshore Concrete Structures This Certificate is subject to terms and conditions overleaf. Any significant change in design or construction may render this Certificate invalid. The validity date relates to the Type Approval Certificate and not to the approval of equipment/systems installed. Form code: TA 1411a Revision: Page 1 of 7 DNV GL DNV GL and the Horizon Graphic are trademarks of DNV GL AS.
2 File No: 334. This Type Approval Certificate should be read in conjuction with DNV GL Summary Report Rev3 providing references and background data for all presented information. This Type Approval Certificate does not act as an approval for design of any particular grouted connection. Reference is made to Sec.9E of DNV-OS-C502 (September, 2012) for details and requirements for the Certification Scheme. Product Description Table 1 outlines general product information and validity range of the Certificate for BASF MasterFlow Table 1 Validity for Type Approval Certificate for MasterFlow 9500 Details of Manufacturer / BASF SE Owner of Certificate Maximum aggregate size Water Demand (fresh water) Approved Production Facilities 4 mm Approx. 75 litres of water per 1000 kg of dry powder (70 l / 1000 kg of dry powder w 80 l / 1000 kg of dry powder) BASF A/S, Hallandsvej 1, DK-62 Rødekro, Denmark BASF Construction Chemicals Belgium NV, BBCC - Business Belux (Branch), EB - HAM1, Nijverheidsweg 89 B Ham,Belgium Manufactured by BASF A/S, Hallandsvej 1, DK-62 Rødekro, Denmark DNV GL local station: Copenhagen BASF Construction Chemicals Belgium NV, BBCC - Business Belux (Branch), EB - HAM1, Nijverheidsweg 89 B Ham, Belgium DNV GL local station: Antwerp Responsibility The Company (stated on the front page of this Certificate) takes the responsibility that both design and production are in compliance with Rules, Standards and/or Regulations listed on page 1 of this certificate. Marking of Product The packed product shall be clearly marked with the manufacturer s name, product name and production facilities, for example; BASF A/S, MasterFlow 9500, Hallandsvej 1, DK-62 Rødekro, Denmark. Furthermore, bag/sack Id.production date, shelf life, weight and water demand shall be clearly identified by the label; XXXX (bag/sack Id.), YY / WK (Year / Week), 12 months, XXXX kg and min 7 % - max. 8 %. The product labels shall be clearly marked with reference to this Type Approval Certificate. Form code: TA 1411a Revision: Page 2 of 7
3 File No: 334. Application/Limitation The application limitations for the MasterFlow 9500 material have been determined by laboratory and mock-up tests independently witnessed by DNV GL. The subsequent application limitations in Table 2 have been established during the Certification Scheme. Table 2 Main Operational Limitations for Application of MasterFlow 9500 Description Unit Limitations Nominal Bore (NB) for grout hoses/lines inch NB 2 1) Grout annulus thickness 2) mm 25 t 600 3) Pumping length through 2 NB flexible hoses m L 220 Pumping elevation head using 2 NB flexible hoses m H 20 Minimum application temperature (t app,min ) C 0 4) Maximum application temperature (t app,max ) C 1) Limitation for nominal bore is also valid for valves/couplings between each segment of grouting lines/hoses. I.e. the valves/couplings shall not have a reduced nominal bore compared to the grouting lines/hoses. 2) Limitations for grout thickness are valid for annuluses in tubular/conical grouted connections. 3) Temperature gradients over the grouted section should be considered for the application in question (especially during low temperature grouting). 4) The minimum application temperature is defined on the basis of a test temperature of, refer to Sec.9 E209 in DNV-OS-C502. It shall be noted that the minimum application temperature specified in Table 2 reflects the temperature limit where the material will develop strength during low temperature curing. Temperature effects/gradients for the application in question need to be considered specifically for each specific project Fresh Properties The tests of fresh properties of MasterFlow 9500 grout witnessed by DNV GL as part of the Certification Scheme are listed in Table 3. Properties are based on tests undertaken after mixing with laboratory equipment. Table 3 Summary of fresh properties for MasterFlow 9500 Test Id. Type of Test Test Method Test Temperature Mean Values FG1 Flow test ASTM C2 FG2 Fresh density EN mm 20 C 1 mm 0 C 2426 kg/m 3 20 C 2431 kg/m 3 FG3 Bleeding/Segregation ASTM C940 General 0 % FG4 Air content 1) EN FG5 Initial setting time 2),3) EN FG5 Final setting time 2),3) EN C 3.3 % 20 C 1.9 % 0 C 357 mins 20 C 275 mins 0 C 413 mins 20 C 341 mins 1) Values observed to be slightly higher than expected when using full scale equipment. 2) Slightly higher values for initial and final setting time may be expected at curing temperature of compared to testing temperature of 0 C. 3) Weight of moving parts 1000 grams instead of 0 grams as specified in EN Form code: TA 1411a Revision: Page 3 of 7
4 File No: 334. Hardened Properties Characteristic 28-days strengths of relevant hardened material properties for MasterFlow 9500 are given in Table 4. The 5 % characteristic values are determined in accordance with Appendix D of EN 1990 on the basis of each individual test result from all production batches being tested as part of the laboratory test programs. Properties are based on tests undertaken after mixing with laboratory equipment. Table 4 Characteristic 28-days strengths for MasterFlow 9500 acc. to EN 1990 Curing/Testing Characteristic Material Property Test Specimen Notation Temperature [ C] Value [MPa] Compressive Flexural Tensile Splitting 150 x 0 mm 75 mm cubes 100 x 200 mm f cck f ck f ck, f ctk,fl f ctk,spl 8.0 Form code: TA 1411a Revision: Page 4 of 7
5 File No: 334. Mean values of hardened material properties of MasterFlow 9500 documented during the laboratory test programs are presented in Table 5. Table 5 Summary of hardened properties for MasterFlow 9500 Testing / Curing Test Id. Type of Test Test Method Temperature Mean Values HG1 Hardened density EN C 2447 kg/m 3 20 C 2421 kg/m MPa 1 day compressive strength 20 C 78.8 MPa (150 x 0 mm cyl) C 79.4 MPa 51.8 MPa 3 days compressive strength 20 C 99.0 MPa (150 x 0 mm cyl) C 89.6 MPa 70.2 MPa 7 days compressive strength EN C MPa (150 x 0 mm cyl) C 99.7 MPa 90.9 MPa 28 days compressive strength 20 C MPa (150 x 0 mm cyl) C MPa 92.4 MPa 90 days compressive strength 20 C MPa (150 x 0 mm cyl) C MPa HG MPa 28 days compressive strength EN C MPa (75 mm cubes) C MPa HG MPa 28 days flexural tensile strength EN C 20.3 MPa ( ) C 20.1 MPa HG5 Creep coefficient after 2 days loading HG5 Creep coefficient after 7 days loading HG5 Creep coefficient after 28 days loading ASTM C C HG5 Creep coefficient after 90 days loading HG5 Creep coefficient after 365 days loading after 7 days curing mm/m mm/m after 27 days curing ASTM C C mm/m after 94 days curing after 314 days curing mm/m HG7 Static Young s modulus EN / ASTM C C 49.9 GPa HG7 Poisson s ratio EN C HG8 1) Splitting tensile strength (100 x 200 mm cyl) EN C 9.3 MPa HG9 1) 28 days compressive strength ( ) EN HG10 1) Dynamic modulus of elasticity ( ) EN HG11 1) Fatigue factor C5 submerged (60 x 120 mm cyl) HG11 1) Fatigue factor C5 in air (60 x 120 mm cyl) 1) HG 8 HG 11 represents additional testing documented for MasterFlow MPa 20 C MPa C MPa 0 C 49.9 GPa 20 C 55.9 GPa DNV-OS-C502 General 0.85 DNV-OS-C502 General 0.85 Form code: TA 1411a Revision: Page 5 of 7
6 File No: 334. Relevant conversion factors between strength properties obtained on different test specimens are given in Table 6. The conversion factors are based on mean values presented in Table 7. Where test results are available at different temperatures for both properties the conversion factors are averaged for the temperatures tested. Table 6 Conversion factors for 28-days strengths for MasterFlow 9500 Conversion factor Value f ccm / f cm 0.96 f ccm /f cm,prims 0.89 f cm / f cm, 0.93 f ctm,fl / f ctm,spl 0.46 Table 7 Mean 28-days strengths for MasterFlow 9500 Curing/Testing Material Property Test Specimen Temperature [ C] Notation Mean Value [MPa] x 0 mm 20 f ccm Compressive 75 mm cubes f cm f cm, Flexural f ctm,fl Tensile Splitting 100 x 200 mm 20 f ctm,spl 8.6 Form code: TA 1411a Revision: Page 6 of 7
7 File No: 334. Approved Procedures The approved BASF procedural documentation for application of MasterFlow 9500 is shown in Table 8. This Type Approval Certificate is only valid when BASF s Licensed Contractors are performing the grouting operation in accordance with the referenced generic method statement and offshore QC procedures. Table 8 Approved Procedural BASF Documentation for application of MasterFlow 9500 Description Generic Method Statement Qualification Scheme for 3 rd Party Grouting Contractor Offshore QC Procedures Title of Document BASF The Chemical Company. MasterFlow General Method Statement. ; 2014 March 11. Section 5 of BASF The Chemical Company. MasterFlow General Method Statement. ; 2014 March 11. BASF The Chemical Company. MasterFlow Guideline for onsite QC and QC documentation. ; 2014 April 03. Manufacturing Site Approval The initial audit of BASF s primary production facility at Rødekro, Denmark was successfully carried out during the 18 th and 19 th August 2013 according to the DNV GL audit system Manufacturer Product Quality Assessment (MPQA) according to Sec.9 E400 and App. I of DNV-OS-C502 (September 2012). An initial audit was undertaken at BASF s secondary production facility for the certification program Ham, Belgium on the 8 th and 8 th of October The facility was found accebtable in accordance with DNV GL audit system Manufacturer Product Quality Assessment (MPQA) according to Sec.9 E400 and App.I (September 2012). DNV GL shall at any time, upon request, be given access to all areas and facilities for production and quality control at the manufacturing facility (Certificate Retention). The frequency and timing of periodical surveys shall be confirmed in advance with the manufacturer. The main elements of the Periodical Assessment are to: Review design, materials, production process, and performance with respect to possible changes, in order to ensure compliance with Type Approval documentation and/or referenced material specifications. Ensure traceability between manufacturer s product marking and the DNV GL Type Approval Certificate. Renewal Assessment to be performed after five (5) years (Certificate Renewal). The scope of the Renewal Assessment is to verify that the conditions stipulated for the Type Approval is complied with and that no alterations are made to the product design or selection of materials. END OF CERTIFICATE Form code: TA 1411a Revision: Page 7 of 7
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