Permeability Sample Clauses

The Permeability clause defines the standards and requirements for the movement of fluids, such as water or gas, through a material or structure. In practice, this clause sets acceptable permeability limits for construction materials like concrete or soil, often requiring testing and certification to ensure compliance. By establishing these criteria, the clause helps prevent issues such as water ingress, structural damage, or environmental contamination, thereby ensuring the durability and safety of the project.
Permeability. Subgrade shall have a minimum permeability of 0.5 inch per hour determined in accordance with ASTM D3385.
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Permeability. CONSULTANT shall perform laboratory tests to determine any permeability of the soils samples and shall include appropriate design comments in his recommendations.
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Permeability. The permeability class boundary is based indirectly on the extent of absorption (fraction of dose absorbed, not systemic bioavailability) of a drug substance in humans and directly on measurements of the rate of mass transfer across human intestinal membrane. Alternatively, nonhuman systems capable of predicting the extent of drug absorption in humans can be used (e.g., in vitro epithelial cell culture methods). In the absence of evidence suggesting instability in the gastrointestinal tract, a drug substance is considered to be highly permeable when the extent of absorption in humans is determined to be 90 percent or more of an administered dose based on a mass balance determination or in comparison to an intravenous reference dose.
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Permeability. 2.7.1 The permeability of the blue backing film on the laminated dressing is acceptable as per WI-8.2.4-2.029, if dye does not pass through the backing when subjected to a pin hole test. 2.7.2 The moisture vapor permeability of the laminated dressing is acceptable as per WI-8.2.4-2.026, if the water transmission rate is between 600 g/m2/24hr and 3500 g/m2/24hr. 2.7.3 The waterproofness of the laminated dressing is acceptable as per WI-8.2.4-8.025, if no water passes through the dressing when the sample is subjected to a waterproofness test.
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Permeability. To make sure the range of community activities are not cut off from the wider neighbourhoods around them, it makes sense to have the facilities controlled by a trust which has other assets spread across the wider area. For example: • A community-managed shop returning revenue to the trust. • Community workspace to house enterprises which are active in the neighbourhood (landscaping or decorating businesses, for example). • Community-owned energy provision for community buildings or part of the housing through an energy supply company. • Community-owned land available for small-scale local food growing – to replace the Manor Gardens allotments lost to the development. We recognise that the transfer of assets is not something which can happen without significant preparatory work with potential community groups. Releasing access to assets to specific community organisations is therefore something which needs to be done only when the community organisations want them and can manage them. It should not serve the needs or wishes of a public authority when they pass over control of assets. If community ownership of assets is to be achieved after the Games, there needs to be a holding organisation to fulfil a caretaker role in managing them, and then to lead the process of building capacity in the community. Possible candidates from the third sector which could fulfil this role – those with the capacity and experience of facility management – include local housing associations or registered social landlords.
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Permeability. Three different permeability elements— micropores, macropores, and stents—are designed to assist in fluid management. TELA BIO CUSTOMER SERVICE Phone: ▇▇▇-▇▇▇-▇▇▇▇ Fax: ▇▇▇-▇▇▇-▇▇▇▇ E-Mail: ▇▇▇▇▇▇▇▇▇▇▇▇▇▇▇@▇▇▇▇▇▇▇.▇▇▇ Website: ▇▇▇.▇▇▇▇▇▇▇.▇▇▇ E-Mail: ▇▇▇▇▇▇▇▇▇@▇▇▇▇▇▇▇.▇▇▇ ACCOUNT MANAGER
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Permeability. Product shall maintain 80% of vapor transmission from the original wall construction when tested
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Related to Permeability

  • Traceability 11.1 Under the terms of this Agreement, Supplier shall have and operate a process to ensure that all Products, sub-assemblies and the components contained therein supplied to the Buyer are completely Traceable back to manufacturer by batch or lot or date code. 11.2 Further Supplier hereby agrees, unless directed otherwise by the Buyer, to procure components through franchised distributors or direct component Suppliers. Supplier agrees to indemnify and hold the Buyer harmless from and against all costs and expenses for the removal, repair or replacement and reinstallation of counterfeit components incorporated into a Product sold by Supplier to the Buyer where the counterfeit component was procured by Supplier from a person or entity other than a franchised distributor or direct component Supplier or other person or entity pre-approved by the Buyer in writing.

  • Compatibility 1. Any unresolved issue arising from a mutual agreement procedure case otherwise within the scope of the arbitration process provided for in this Article and Articles 25A to 25G shall not be submitted to arbitration if the issue falls within the scope of a case with respect to which an arbitration panel or similar body has previously been set up in accordance with a bilateral or multilateral convention that provides for mandatory binding arbitration of unresolved issues arising from a mutual agreement procedure case. 2. Nothing in this Article and Articles 25A to 25G shall affect the fulfilment of wider obligations with respect to the arbitration of unresolved issues arising in the context of a mutual agreement procedure resulting from other conventions to which the Contracting States are or will become parties.”.

  • Grading The coarse aggregate as delivered to the mixer, shall be well graded as per IS specifications. Maximum size of aggregate used for the work shall be 20mm or 40mm or as specified in items in the bill of quantities and it shall confirm to IS: 383-1970, clause 4.2 (Table-2) However, the exact gradation required to produce a dense concrete of specified strength and desired workability shall be decided as per laboratory test by the Engineer. Coarse aggregate for use in concrete shall be well graded and shall conform to IS: 383-1970 requirements (as per Table-II) given below: 63mm 100 - - - 40mm ▇▇-▇▇▇ ▇▇▇ - - 20mm ▇▇-▇▇ ▇▇-▇▇▇ 100 - 16mm - - ▇▇-▇▇▇ ▇▇▇ 12.5 - - - 90-100 10.00 ▇▇-▇▇ ▇▇-▇▇ ▇▇-▇▇ ▇▇-▇▇ 4.75mm 0-5 0-10 0-10 0-10

  • Quality All products will be new and unused. All products provided by the Contractor must meet all federal, state, and local standards for quality and safety requirements. Products not meeting the requirements of this section will be deemed unacceptable and returned to the Contractor for credit at no charge to the State.

  • Geometric visibility The visibility of the illuminating surface, including its visibility in areas which do not appear to be illuminated in the direction of observation considered, shall be ensured within a divergent space defined by generating lines based on the perimeter of the illuminating surface and forming an angle of not less than 5° with the axis of reference of the headlamp.