[CCMC 12658-R] CCMC Canadian code compliance evaluation
From: National Research Council Canada

CCMC number: | 12658-R |
Status: | Active |
Issue date: | 1995-01-23 |
Modified date: | 2022-11-25 |
Evaluation holder: | Dörken Systems Inc.
4655 Delta Way |
Product name: | Dörken DELTA®-MS dampproofing membrane |
Code compliance: | NBC 2015, OBC |
Evaluation requirements: |
|
In most jurisdictions this document is sufficient evidence for approval by Canadian authorities.
Learn more about CCMC recognition Look for the trusted CCMC mark on products to verify compliance.Code compliance opinion
It is the opinion of the Canadian Construction Materials Centre that the evaluated product, when used as a material for dampproofing in accordance with the conditions and limitations stated in this evaluation, complies with the following code:
National Building Code of Canada 2015
ID | Code provision | Solution type |
---|---|---|
09-13-02-00-00-0-00 | 9.13.2. Dampproofing | Alternative |
Ontario Building Code
Ruling No. 09-38-236 (12658-R) authorizing the use of this product in Ontario, subject to the terms and conditions contained in the Ruling, was made by the Minister of Municipal Affairs and Housing on 2009-12-30 pursuant to s.29 of the Building Code Act, 1992 (see Ruling for terms and conditions). This Ruling is subject to periodic revisions and updates.
The above opinion is based on the evaluation by the CCMC of technical evidence provided by the evaluation holder, and is bound by the stated conditions and limitations. For the benefit of the user, a summary of the technical information that forms the basis of this evaluation has been included.
Product information
Product name
Dörken DELTA®-MS dampproofing membraneProduct description
The product is a high-density, polyethylene, quasi-rigid plastic sheet membrane that is brown in colour and extruded in such a way to produce a dimpled surface on one side (dimples are 8-mm high) and a smooth surface on the other. The product is available in rolls 20 m (65 ft. 7 in.) long and 1.07 m (3 ft. 6 in.) to 3 m (9 ft. 10 in.) wide.
A range of accessories, fasteners, sealants and mould strips is available to assist in the correct application of the product.
Product profiles and anchors are illustrated below in Figure 1, Figure 2 and Figure 3.
Figure 1. Dörken DELTA®-MS dampproofing membrane – face in contact with the soil
Figure 2. Dörken DELTA®-MS dampproofing membrane – face in contact with the wall
Figure 3. Dörken DELTA®-MS dampproofing membrane – anchor
Manufacturing plant
This evaluation is valid only for products produced at the following plant:
Product name | Manufacturing plant |
---|---|
Beamsville, ON, CA | |
Dörken DELTA®-MS dampproofing membrane | Product evaluated by the CCMC |
Product evaluated by the CCMC Indicates that the product from this manufacturing facility has been evaluated by the CCMC
Conditions and limitations
The CCMC’s compliance opinion is bound by this product being used in accordance with the conditions and limitations set out below.
- Based on the evidence provided, the product has been classified as Type 2 for use in vertical applications in depths up to 3.7 m below grade. Application depths greater than 3.7 m are considered to be outside the scope of this evaluation.
- The product must be installed in accordance with the manufacturer’s instructions. In the event of conflict between the manufacturer’s instructions and this Report, this Report shall govern.
- The product was evaluated for use against cast-in-place and concrete block foundations only and must cover the foundation wall from the top of the footing to the final grade.
- The product must be used in locations where the foundation wall is well-drained in accordance with Subsection 9.14.2., Foundation Drainage, of Division B of the NBC 2015.
- The product is a dimpled membrane drainage system designed to act as a protective layer or a capillary breaking layer against the foundation wall to protect the wall against transient or intermittent water that may come in contact with the wall’s surface.
- The product must be protected from exposure to ultraviolet (UV) light (sunlight) within a maximum of 30 days of installation.
- Long-term performance of the dampproofing system depends on local conditions such as the soil type, hydrogeology of the site, mineralogy and presence of microorganisms in the soil (i.e., iron ochre), as well as compatibility of the filter with the soil, among other issues. Compliance with this Report does not exempt the project from requiring proper engineering design of the drainage system.
- The performance of fixtures used to anchor the product in the wall was evaluated for a single anchor. It is the responsibility of the manufacturer to define the pattern and spacing of anchors, considering the anchor strength as well as site-specific issues such as the type of soil, how it will interact with the product, as well as the backfilling method used.
- The top of the membrane and all vertical joints and terminations must be mechanically fastened with trim, moulding strips, termination bars or other accessories to prevent soil particles from entering behind the membrane. Accessories used to anchor the product are part of the evaluation.
- The product’s label and/or packaging must be clearly identified with the following:
- manufacturer’s name or logo; and
- the phrase “CCMC 12658-R.”
Technical information
This evaluation is based on demonstrated conformance with the following criteria:
Criteria number | Criteria name |
---|---|
CCMC-TG-071119.01-15 | CCMC Technical Guide for Foundation Wall Dampproofing Systems – Dimpled Membranes |
The evaluation holder has submitted technical documentation for the CCMC’s evaluation. Testing was conducted at laboratories recognized by the CCMC. The corresponding technical evidence for this product is summarized below.
Property | Unit | Requirement | Result | |
---|---|---|---|---|
Compressive strength (initial) | kPa | 150 | 223 | |
Dynamic impact resistance (mean failure energy) | J | ≥ 2.45 | 8.3 | |
Creep resistance (residual thickness at 25 years/10°C) | % | ≥ 40% at 25 years/10°C | 77.5 | |
Cold bending at -30°C | N/A | No visible crack | No visible crack | |
Tensile strength (at yield) | kN/m | ≥ 8 | XDTable footnote (1)8.1 | |
Tensile strength (elongation at break) | % | ≥ 25 | XDTable footnote (1)29.8 | |
Tensile strength (anisotropy ratio) | N/A | ≥ 0.5 | 1.1 | |
Tensile strength (tensile strength in print area) | kN/m | ≥ 90% of tensile strength | 100% | |
Heat aging for 8 weeks (dimensional change) | % | ≤ 1 | MDTable footnote (1)-0.6, XD-Table footnote (1)-0.5Table footnote | |
Heat aging for 8 weeks (weight change) | % | ≤ -0.1 | 0.0 | |
Heat aging for 8 weeks (residual compression strength) | % | ≥ 80 of initial | 107.8 | |
Resistance to alkaline environment (appearance) | N/A | No visible crack | No visible crack | |
Resistance to alkaline environment (residual compression strength) | % | ≥ 80 of initial | 101.5 | |
Resistance to alkaline environment (cold bending at -30°C) | N/A | No visible crack | No visible crack |
Property | Unit | Requirement | Result |
---|---|---|---|
Orientation of the dimples | – | Report value | Diagonal |
Number of dimples per unit area | dimples/m2 | Report value | 1 560 |
Overall thickness | mm | Report value | 8.43 |
Sheet thickness | mm | Report value | 0.48 |
Hollow core thickness | mm | Report value | 7.95 |
Anchorage performance (anchorage efficiency) | kN/anchor | Report value | 0.95 |
Administrative information
Disclaimer
This evaluation is issued by the Canadian Construction Materials Centre (CCMC), a part of the Construction Research Centre at the National Research Council of Canada (NRC). The evaluation must be read in the context of the entire CCMC Registry of Product Assessments and the legislated applicable building code in effect.
The CCMC was established in 1988 on behalf of the applicable regulator (i.e., the provinces and territories) to ensure—through assessment—conformity of alternative and acceptable solutions to regional building codes as determined by the local authority having jurisdiction (AHJ) as part of the issuance of a building permit.
It is the responsibility of the local AHJs, design professionals, and specifiers to confirm that the evaluation is current and has not been withdrawn or superseded by a later issue. Please refer to the website or contact:
Canadian Construction Materials Centre
Construction Research Centre
National Research Council of Canada
1200 Montreal Road
Ottawa, Ontario, K1A 0R6
Telephone: 613-993-6189
Fax: 613-952-0268
The NRC has evaluated the material, product, system or service described herein only for those characteristics stated herein. The information and opinions in this evaluation are directed to those who have the appropriate degree of experience to use and apply its contents (i.e., AHJs, design professionals and specifiers). This evaluation is only valid when the product is installed in strict compliance with the stated conditions and limitations of evaluation and the applicable local building code. In circumstances where no applicable local building permit is issued and that no confirmation of compliance ‘for use in the intended field application’ is undertaken, this evaluation is null and void in all respects. This evaluation is provided without representation, warranty, or guarantee of any kind, expressed, or implied, and the NRC provides no endorsement for any evaluated material, product, system or service described herein. The NRC accepts no responsibility whatsoever arising in any way from any and all use and reliance on the information contained in this evaluation with respect to its compliance to the referenced code(s) and standard(s). The NRC is not undertaking to render professional or other services on behalf of any person or entity nor to perform any duty owed by any person or entity to another person or entity.
Language
Une version française de ce document est disponible.
In the case of any discrepancy between the English and French version of this document, the English version shall prevail.
Copyright
© His Majesty the King in Right of Canada, as represented by the National Research Council of Canada, 2022
All rights reserved. No part of this publication may be reproduced, stored in a retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying, recording or otherwise, without the prior written permission of the CCMC.