Tests of Cured Specimens Sample Clauses

Tests of Cured Specimens. Samples for strength tests shall be taken in accordance with "Method of Sampling Fresh Concrete" (ASTM C-172). Cylinders for strength tests shall be molded and laboratory-cured in accordance with "Method of Making and Curing Concrete Test Specimens in the Field" (ASTM C-31) and tested in accordance with "Method of Test for Compressive Strength of Cylindrical Concrete Specimens" (ASTM C-39). Strength level of an individual class of concrete shall be considered satisfactory if both of the following requirements are met:
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Related to Tests of Cured Specimens

  • Geological and Archeological Specimens If, during the execution of the Work, the Contractor, any Subcontractor, or any servant, employee, or agent of either should uncover any valuable material or materials, such as, but not limited to, treasure trove, geological specimens, archival material, archeological specimens, or ore, the Contractor acknowledges that title to the foregoing is vested in the Owner. The Contractor shall notify the Owner upon the discovery of any of the foregoing, shall take reasonable steps to safeguard it, and seek further instruction from the Design Professional. Any additional cost incurred by the Contractor shall be addressed under the provision for changed conditions. The Contractor agrees that the Geological and Water Resources Division and the Historic Preservation Division of the Georgia Department of Natural Resources may inspect the Work at reasonable times.

  • Packing Specifications 7.3.1 A pack will contain a minimum of one message record or a maximum of 99,999 message records plus a pack header record and a pack trailer record. One transmission can contain a maximum of 99 packs and a minimum of one pack.

  • EODUF Packing Specifications 7.3.1 The data will be packed using ATIS EMI records. A pack will contain a minimum of one (1) message record or a maximum of ninety-nine thousand nine hundred and ninety-nine (99,999) message records plus a pack header record and a pack trailer record. One transmission can contain a maximum of ninety-nine (99) packs and a minimum of one (1) pack.

  • Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and that establish the standards by which such portion of the Work will be judged. The Contractor shall furnish for approval all samples required by the Contract Documents. The Work shall be in accordance with approved samples.

  • ODUF Packing Specifications 6.3.1 The data will be packed using ATIS EMI records. A pack will contain a minimum of one (1) message record or a maximum of ninety-nine thousand nine hundred and ninety-nine (99,999) message records plus a pack header record and a pack trailer record. One transmission can contain a maximum of ninety-nine (99) packs and a minimum of one (1) pack.

  • Drawings and Specifications at the Project Site The Contractor shall keep at the Site at least one copy of the Contract Documents and Change Orders, all in good order and available to the Design Professional and to his representatives.

  • Environmental Inspection at End of Agreement Term A. At Authority’s discretion, at least one hundred and twenty (120) days before the expiration or early termination of the Term as provided herein, Company will conduct an environmental inspection and examination of the Company Premises. At its discretion, Authority may complete environmental reviews to determine if recognized environmental conditions exist that could warrant soil and groundwater sampling. If warranted by the findings of Company or Authority’s inspection or if requested by Authority, a compliance audit or site assessment will be performed within the aforementioned time period by a qualified professional acceptable to Authority who will report the findings to Authority. The cost for professional consulting or engineering services required for such audit will be at the expense of Company. If a site assessment is conducted, Company agrees to pay all associated laboratory and testing fees incurred to test and analyze samples collected during the site assessment process. The Authority may also choose to conduct the compliance audit or site assessment. If the results of the assessment indicate that the Company Premises have been impacted by the release of Hazardous Substances, Company will immediately take such action as is necessary and will provide a substantial guaranty in a form and content acceptable to Authority that Company will clean up the contamination at its own expense, at no expense to Authority, and in accordance with Applicable Laws to the extent that it is obligated to do so by virtue of the foregoing provisions of this Article.

  • ESTIMATED / SPECIFIC QUANTITY CONTRACTS Estimated quantity contracts, also referred to as indefinite delivery / indefinite quantity contracts, are expressly agreed and understood to be made for only the quantities, if any, actually ordered during the Contract term. No guarantee of any quantity is implied or given. With respect to any specific quantity stated in the contract, the Commissioner reserves the right after award to order up to 20% more or less (rounded to the next highest whole number) than the specific quantities called for in the Contract. Notwithstanding the foregoing, the Commissioner may purchase greater or lesser percentages of Contract quantities should the Commissioner and Contractor so agree. Such agreement may include an equitable price adjustment.

  • Tests 7.7.1 If the Contract Documents, laws, ordinances, rules, regulations or orders of any public authority having jurisdiction require any portion of the Work to be inspected, tested or approved, the Contractor shall give the Architect timely notice of its readiness so the Architect may observe such inspection, testing or approval. The Contractor shall bear all costs of such inspections, tests or approvals conducted by public authorities.

  • Test The outer surface of the lamp lenses shall be subjected once or more than once to the action of the sand jet produced as described above. The jet shall be sprayed almost perpendicular to the surface to be tested. The deterioration shall be checked by means of one or more samples of glass placed as a reference near the lenses to be tested. The mixture shall be sprayed until the variation in the diffusion of light on the sample or samples measured by the method described in Appendix 2, is such that: Δ d = (T5 - T4) / T2 ≤ 0.0250 ± 0.0025 Several reference samples may be used to check that the whole surface to be tested has deteriorated homogeneously. Annex 6 - Appendix 4

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