Methods of Production Sample Clauses

Methods of Production. PRODUCER shall provide its services and meet its obligations under this Contract using knowledge and recommendations for performing the services which meet generally acceptable Stoney Girl Garden standards, and will provide a standard of care equal to, or superior to, care used by Stoney Girl Gardens on similar projects.
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Methods of Production. The repair of jointed concrete pavement slabs shall meet the applicable requirements of Section 700 of the Standard Specifications and the following provisions:
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Methods of Production. The repair of jointed concrete pavement slabs shall meet the applicable requirements of Section 700 of the Standard Specifications and the following provisions: The concrete shall produce a minimum compressive strength at 24 hours of 3000 psi. The pavement shall not be opened to traffic until the minimum specified strength is obtained. The Contractor shall submit a mix design to the Engineer for approval in accordance with Section 1000-3 of the Standard Specification. The concrete will be accepted based on suitable cylinders tested at 24 hours. The work shall be accomplished with other operations in progress in the same area. In all cases of slab removal, the Engineer shall approve of the slab removal prior to demolition. Per the Engineer’s approval, the damaged portion of a slab may be removed so long as more than 50% of the original slab remains. Any remaining portion of a slab that is removed shall not be less than 50% of the original slab area. As a result of the full depth sawing of the existing pavement to remove the distressed area, saw cuts that extend into the adjacent pavement shall be filled with epoxy prior to placing traffic on the new area. The epoxy shall meet the requirements of Section 1081 Type 3 of the Standard Specifications. The Contractor shall take necessary measures to protect the exposed subgrade and base from damage resulting from surface water and/or rain during the period between the pavement removal and replacement. The Contractor shall submit his plan for removing the pavement areas to the Engineer for approval. The removal method shall minimize damage to the subgrade and to adjacent pavement and shoulders. At locations as directed by the Engineer, the Contractor shall:
Sample 1
Methods of Production. The concrete shall produce a minimum compressive strength at 24 hours of 3000 psi. The pavement shall not be opened to traffic until the minimum specified strength is obtained. The Contractor shall submit a mix design to the Engineer for approval in accordance with Section 1000-3 of the Standard Specification. The concrete will be accepted based on suitable cylinders tested at 24 hours. No separate payment will be made for the High Early Strength Concrete as it will be considered incidental to 11” Portland Cement Concrete Pavement, Ramps (With Dowels). (4-15-08) (Rev 11-24-09) SPI 7-12A(Rev) Saw existing backer rods joints, saw existing sawed joints, remove existing deteriorated backer rods and clean and seal joints with Low Modulus Silicone as directed by the Engineer and in accordance with the manufacturer’s recommendations. Also, repair and reseal existing joints with Low Modulus Silicone, form joints in slab replacements and seal with Low Modulus Silicone in accordance with the details in the plans. Low Modulus Silicone Sealant shall meet the requirements of Section 1028-4(A) of the Standard Specifications for Low Modulus Silicone Sealant; and shall be on the Department’s approved product listing that is being evaluated by National Transportation Product Evaluation Program (NTPEP).
Sample 1
Methods of Production. The repair of jointed concrete pavement slabs shall meet the applicable requirements of Section 700 of the Standard Specifications and the following provisions: The concrete shall meet the requirements given in the Special Provision Titled “Very High Early Strength Concrete for Concrete Pavement Repair”. The repair of jointed concrete pavement slabs shall be conducted in one lane at a time. The work shall be accomplished with other operations in progress in the same area. In all cases of slab removal, the Contractor shall remove the entire 12 ft width and a minimum of 6 ft in the travel direction. Any remaining portion of a slab that is removed shall not be less than 6 ft in the travel direction. As a result of the full depth sawing of the existing pavement to remove the distressed area, saw cuts that extend into the adjacent pavement shall be filled with epoxy prior to placing traffic on the new area. The epoxy shall meet the requirements of Section 1081 Type 3 of the Standard Specifications. The Contractor shall take necessary measures to protect the exposed subgrade and base from damage resulting from surface water and/or rain during the period between the pavement removal and replacement. The Contractor shall submit his plan for removing the pavement areas to the Engineer for approval. The removal method shall minimize damage to the subgrade and to adjacent pavement and shoulders. At locations as directed by the Engineer, the Contractor shall:
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Related to Methods of Production

  • Methods of Interconnection The Parties will negotiate the facilities arrangement used to interconnect their respective networks. CLEC shall establish at least one (1) physical Point of Interconnection in CenturyLink territory in each LATA CLEC has local End User Customers. CLEC represents and warrants that it is serving End User Customers physically located within each local calling area for which it wishes to exchange traffic within CenturyLink territory. The Parties shall establish, through negotiations, at least one (1) of the following Interconnection arrangements, at any Technically Feasible point: (1) a DS1 or DS3 CenturyLink-provided facility; (2) Collocation; (3) negotiated Mid-Span Meet POI facilities; or (4) other Technically Feasible methods of Interconnection via the Bona Fide Request (BFR) process unless a particular arrangement has been previously provided to a third party, or is offered by CenturyLink as a product. 7.1.2.1 CenturyLink-provided Facility. Interconnection may be accomplished through the provision of a DS1 or DS3 Entrance Facility of CLEC's determination. An Entrance Facility extends from the CenturyLink Serving Wire Center to CLEC's Switch location or any Technically Feasible POI chosen by CLEC. CenturyLink-provided Entrance Facilities may not extend beyond the area served by the CenturyLink Serving Wire Center. The rates for CenturyLink-provided Entrance Facilities are provided in Exhibit A. CenturyLink's private line transport service is available as an alternative to CenturyLink-provided Entrance Facilities, when CLEC uses such private line transport service for multiple services. Entrance Facilities may not be used for Interconnection with Unbundled Network Elements. 7.1.2.2 Collocation. Interconnection may be accomplished through the Collocation arrangements offered by CenturyLink. The terms and conditions under which Collocation will be available are described in Section 8 of this Agreement. 7.1.2.2.1 Expanded Interconnection Channel Termination (EICT) provides the communication path that actually connects the physical space or in the case of virtual collocation, the designated equipment to CenturyLink's direct trunked transport and must be ordered to provision LIS to a collocation. 7.1.2.3 Mid-Span Meet POI. A Mid-Span Meet POI is a negotiated Point of Interface, limited to the Interconnection of facilities between the CenturyLink Serving Wire Center location and the location of the CLEC switch or other equipment located within the area served by the CenturyLink Serving Wire Center. The actual physical Point of Interface and facilities used will be subject to negotiations between the Parties. Each Party will be responsible for its portion of the build to the Mid-Span Meet POI. The Mid-Span Meet POI will be used exclusively as an Interconnection facility and cannot be used for other purposes such as Unbundled Network Elements or Access Services.

  • Production Lessee shall, subject to applicable laws, regulations and orders, operate and produce all xxxxx upon the leased land so long as the same are capable of producing in paying quantities, and shall operate the same so as to produce at a rate commensurate with the rate of production of xxxxx on adjoining lands within the same field and within the limits of good engineering practice, except for such times as there exist neither market nor storage therefore, and except for such limitations on, or suspensions of, production as may be approved in writing by Lessor. Lessee shall be responsible for adequate site security on all producing properties.

  • Other Methods of Procurement of Goods and Works. The following table specifies the methods of procurement, other than International Competitive Bidding, which may be used for goods and works. The Procurement Plan shall specify the circumstances under which such methods may be used: (a) National Competitive Bidding (b) Shopping (c) Direct Contracting

  • Particular Methods of Procurement of Goods and Works International Competitive Bidding. Goods and works shall be procured under contracts awarded on the basis of International Competitive Bidding.

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