Compressibility Clause Samples

The Compressibility clause defines the requirements and standards for how materials or products must respond to compression forces. Typically, this clause specifies acceptable limits for deformation or volume reduction when a material is subjected to pressure, often referencing industry standards or test methods. For example, it may require that a foam used in packaging must not compress beyond a certain percentage under a specified load. The core function of this clause is to ensure that materials maintain their integrity and performance under expected conditions, thereby preventing product failure or damage during use or transport.
Compressibility. Replacement brake lining assemblies and replacement drum brake linings of the type for which approval is requested shall be tested for compressibility according to standard either ISO 6310:1981, ISO 6310:2001 or ISO 6310:2009. Flat specimens according to sample type I may be used. The compressibility values shall not exceed 2 per cent at ambient temperature and 5 per cent at 400 °C for pad assemblies and 2 per cent at ambient temperature and 4 per cent at 200 °C for shoe assemblies and drum brake linings.
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Compressibility. The measurement hereunder shall be corrected for deviation from ▇▇▇▇▇’▇ law using a method at ELC’s option on a not unduly discriminatory basis and in accordance with AGA Report No. 8, Compressibility Factor of Natural Gas and Related Hydrocarbon Gases (1994), as amended from time to time.
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Compressibility. A sufficient number of tests shall be performed on representative samples from each strata designated in the field exploration to adequately determine shear strength, settlement potential, grain size distribution, seismic design properties, and bearing capacity. All testing and sampling are to be performed in accordance with AASHTO, ASTM, or MDOT procedures and industry standards. Unconfined Compression (UC, AASHTO T208) and Unconsolidated-Undrained (UU, AASHTO T296) triaxial compression tests shall be used to determine the shear strength characteristics of cohesive soils. A wide range of confining pressures shall be used with representative samples from each zone to develop a ▇▇▇▇’▇ failure envelope. Consolidated-undrained (CU, AASHTO T297) triaxial compression tests and 3-point direct shear tests (AASHTO T236) shall be performed when required by the Geotechnical Branch. Consolidation tests shall be performed on representative samples of all potentially compressible soil strata. The in-situ void ratio, saturation percentage, specific gravity, over-consolidation ratio, and coefficients of compression and vertical drainage shall be determined for these tests. The angle of internal friction for each sand zone shall be determined by performing triaxial tests at three (3) relative densities. The relative densities shall be 15, 50, and 85 percent. Three (3) confining pressures shall be utilized at each relative density. These pressures are 20, 40, and 60 psi. A total of nine (9) sand triaxial tests (points) will be run per set in order to define the failure envelope at 15, 50, and 85 percent relative densities.
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Compressibility. The measurement of gas will be corrected for deviation from ▇▇▇▇▇’▇ Law at the pressures and temperatures under which gas is measured by use of the calculation appearing in the America Gas Association Committee Report #8 as supplemented or amended. Inert content of the metered gas stream used in the calculations shall be determined by a chromatographic analysis using spot sampling when deliveries begin and thereafter by (i) chromatographic analysis not less than annually, (ii) or chromatographic input at each of the points where the gas is received and delivered.
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Related to Compressibility

  • Accessibility Supplier warrants that all Products will meet the requirements set forth in all federal, state, local and foreign laws, rules, and regulations applicable to accessibility of information technology for people with disabilities. Supplier agrees to use personnel trained and knowledgeable in supporting the needs of persons with disabilities in performance of Services under this Order.

  • System Logging The system must maintain an automated audit trail which can 20 identify the user or system process which initiates a request for PHI COUNTY discloses to 21 CONTRACTOR or CONTRACTOR creates, receives, maintains, or transmits on behalf of COUNTY, 22 or which alters such PHI. The audit trail must be date and time stamped, must log both successful and 23 failed accesses, must be read only, and must be restricted to authorized users. If such PHI is stored in a 24 database, database logging functionality must be enabled. Audit trail data must be archived for at least 3 25 years after occurrence.

  • 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.

  • 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.”.

  • Quality control system (i) The Contractor shall establish a quality control mechanism to ensure compliance with the provisions of this Agreement (the “Quality Assurance Plan” or “QAP”). (ii) The Contractor shall, within 30 (thirty) days of the Appointed Date, submit to the Authority’s Engineer its Quality Assurance Plan which shall include the following: (a) organisation, duties and responsibilities, procedures, inspections and documentation; (b) quality control mechanism including sampling and testing of Materials, test frequencies, standards, acceptance criteria, testing facilities, reporting, recording and interpretation of test results, approvals, check list for site activities, and proforma for testing and calibration in accordance with the Specifications for Road and Bridge Works issued by MORTH, relevant IRC specifications and Good Industry Practice; and (c) internal quality audit system. The Authority’s Engineer shall convey its approval to the Contractor within a period of 21 (twenty-one) days of receipt of the QAP stating the modifications, if any, required, and the Contractor shall incorporate those in the QAP to the extent required for conforming with the provisions of this Clause 11.2. (iii) The Contractor shall procure all documents, apparatus and instruments, fuel, consumables, water, electricity, labour, Materials, samples, and qualified personnel as are necessary for examining and testing the Project Assets and workmanship in accordance with the Quality Assurance Plan. (iv) The cost of testing of Construction, Materials and workmanship under this Article 11 shall be borne by the Contractor.