Coring Clause Samples

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Coring. Contractor shall core the Well where specified by Operator and deliver all cores to Operator. Only Operator’s designated representatives shall have access to cores or core data.
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Coring. If in the event coring must occur, and Provider approves such coring, an x-ray and supporting documents must be provided prior to coring.
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Coring. Each well will be designed and drilled such that a suitable recovery of rotary core be recovered, preserved and tested. All core data, including but not limited to porosity, permeability, geochemical and geomechanical properties, shall be promptly shared between the Parties.
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Coring. CONTRACTOR shall core at the depths which COMPANY shall specify and shall deliver all cores in COMPANY’S containers, properly labeled, to COMPANY and shall not allow any third person access to the cores or to the samples referred to in Article 15.8, or to any core or sample data, without COMPANY’S consent.
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Coring. The Building structure has limitations on where any penetrations may occur. The Contractor shall x-ray/scan the area where the penetration is to occur. The Owner is to approve the penetration location after the completion of the x-ray/scanning and prior to coring. The Contractor is to properly protect the area below the penetration and is responsible for cleaning all debris. All such work is to be coordinated with the Owner. All cores are to be fire stopped per code. All existing cores not being reused are to be filled to match existing conditions. AFDOCS//21459967
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Coring. The Engineer reserves the right to generate the random locations. If KDOT plans to generate the random locations, the Contractor will be notified before taking cores for thickness determination. (a) For mainline and other pavement subject to coring for pay adjustments for thickness, strength, and volume of permeability voids, take 2 core samples having a minimum diameter of 4 inches from a randomly selected site within each sublot. The first core is for thickness and compressive strength determination. The second core is for volume of permeable voids determination. The Contractor has the option of taking an additional core sample having a minimum diameter of 2 inches from a randomly selected site within each sublot for the purpose of making an early determination of the pavement thickness only. Select sites according to the approved QCP. Additionally, take 2 companion cores having a minimum diameter of 4 inches per each lot at a randomly selected site as designated by the Engineer. The first core is for thickness and compressive strength determination. The second core is for volume of permeable voids determination. Repair all core holes in a manner approved by the Engineer. Perform all coring for the purpose of determining strength and volume of permeable voids a minimum of 21 days after the pavement has been placed, and in time to determine 28-day compressive strengths and volume of permeable voids. Coring prior to the 21- day minimum will be permitted with approval of the Engineer, when opening to early traffic is desired. If the companion cores will be measured and tested by the MRC, the Engineer will deliver the companion cores to the MRC within 25 days after the pavement has been placed. No initial QC compressive strength data will be accepted for concrete paving that is more than 28 days of age, unless approved by the Engineer. (b) For all other PCCP subject to coring for pay adjustment, thickness only, define the lots prior to placement with the Engineer’s approval. After placement, randomly select each sublot location. Take 1 core sample having a minimum diameter of 2 inches. Repair all core holes in a manner approved by the Engineer. Coring may be performed at any time after all pavement in the lot has been placed.
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Coring. 16.1 Contractor shall perform all cores into abutments, tunnel walls, manholes, handholes, and vaults by utilizing a core drill with a core type bit. Contractor shall drill a pilot hole prior to performing the core to verify the core’s location. Contractor shall core a hole that is not more than one half inch (1/2”) greater than the outside diameter of the conduit that is being placed through the core. Contractor shall seal the core utilizing a non- shrink grout. In addition, Contractor shall adhere to the specifications imposed by the owner of the facility being cored into. 16.2 Contractor shall perform all cores into buildings by utilizing a core drill with a core type bit. Contractor shall drill a pilot hole prior to performing the core to verify the core’s location. Contractor shall core a hole that is not more than two inches (2”) greater than the outside diameter of the conduit that is being place through the core. Contractor shall furnish and install a link seal on both ends of the core and tighten in a criss-cross fashion. In addition, Contractor shall adhere to the specifications imposed by the owner of the facility being cored into. 16.3 Contractor shall stub out conduit according to the NESC. 16.4 All clean up is the responsibility of the Contractor.
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Related to Coring

  • Blasting Blasting shall be permitted only for road construction purposes unless advance permission is obtained from Forest Service. Whenever the Industrial Fire Precaution Level is II or greater, a fire security person equipped with a long handled round point No. 0 or larger shovel and a 5 gallon backpack pump can filled with water, will stay at location of blast for 1 hour after blasting is done. Blasting may be suspended by Forest Service, in areas of high rate of spread and resistance to control. Fuses shall not be used for blasting. Explosive cords shall not be used without permission of Forest Service, which may specify conditions under which such explosives may be used and precautions to be taken.

  • Scoring The number of routes each company operates (Route # 0001-2999, 8000-8199) will be multiplied by 2 to determine the daily number of trips. (Only accidents, breakdowns and service reports related to routes falling in this range will be used for the evaluation). The daily number of trips will be multiplied by 175 to arrive at the annual number of trips. The number of accidents, breakdowns and service complaints will be divided by the total number of trips to calculate a percent figure. Each company’s percentage will be compared to the total average. See below for a sample. BUS COMPANY NUMBER OF TOTAL BKDN PERCENT ACCIDENTS PERCENT2 SERVICE PERCENT3 ROUTES TRIPS BKDN ACCIDENTS REPORTS COMPLAINTS TO TRIPS TO TRIPS TO TRIPS A 360 58680 3 0.01% 27 0.05% 46 0.08% B 48 7824 3 0.04% 4 0.05% 39 0.50% C 123 20049 11 0.05% 9 0.04% 27 0.13% D 91 14833 0.00% 10 0.07% 11 0.07% E 124 20212 20 0.10% 19 0.09% 18 0.09% TOTALS 746 121598 37 0.03% 69 0.06% 141 0.12% To score, if a company’s percentage is less than or equal to the total percentage for that category, the company will be awarded 6 points per category. Percentages greater than the total percentage for each distinct category (Accident, Breakdown, Service Complaints) will be scored according to the following scale: Less than-Equal to Ave. 6 points 0-3% above average 5 points 4-7% above average 4 points 5-8% above average 3 points 9-12% above average 2 points 13-16% 1 points Greater than 17% 0 points Any circumstance whereby a Breakdown or Accident is found by PTS to be ‘Non Reported’ by vendor within the required timeframe (see G-36) will count as (20) ‘Reported’ instances for the purpose of this Contractor Evaluation Scoring.

  • Testing Landlord shall have the right to conduct annual tests of the Premises to determine whether any contamination of the Premises or the Project has occurred as a result of Tenant’s use. Tenant shall be required to pay the cost of such annual test of the Premises; provided, however, that if Tenant conducts its own tests of the Premises using third party contractors and test procedures acceptable to Landlord which tests are certified to Landlord, Landlord shall accept such tests in lieu of the annual tests to be paid for by Tenant. In addition, at any time, and from time to time, prior to the expiration or earlier termination of the Term, Landlord shall have the right to conduct appropriate tests of the Premises and the Project to determine if contamination has occurred as a result of Tenant’s use of the Premises. In connection with such testing, upon the request of Landlord, Tenant shall deliver to Landlord or its consultant such non-proprietary information concerning the use of Hazardous Materials in or about the Premises by Tenant or any Tenant Party. If contamination has occurred for which Tenant is liable under this Section 30, Tenant shall pay all costs to conduct such tests. If no such contamination is found, Landlord shall pay the costs of such tests (which shall not constitute an Operating Expense). Landlord shall provide Tenant with a copy of all third party, non-confidential reports and tests of the Premises made by or on behalf of Landlord during the Term without representation or warranty and subject to a confidentiality agreement. Tenant shall, at its sole cost and expense, promptly and satisfactorily remediate any environmental conditions identified by such testing in accordance with all Environmental Requirements. Landlord’s receipt of or satisfaction with any environmental assessment in no way waives any rights which Landlord may have against Tenant.

  • Screening The Health Plan must work with contracted providers to conduct interperiodic EPSDT screens on RIte Care and all ACA Adult Expansion Population members under age 21 (i.e. 19 and 20-year old under this Agreement) to identify health and developmental problems in conformance with ATTACHMENT ED to this Agreement. Additional screens should be provided as Medically Necessary. At a minimum, these screens must include: • A comprehensive health and developmental history, including health education, nutrition assessment, immunization history, and developmental assessment • Immunizations according to the Rhode Island EPSDT Periodicity Schedule • An unclothed physical examination • Laboratory tests including lead, TB, and newborn screenings as medically indicated • Vision testing • Hearing testing • Dental screening oral examination by PCP as part of a comprehensive examination required before age one (1) • All other medically indicated screening services • And provide EOHHS with a list of established CPT/HCPC codes used to identify all billable services included in the EPSDT schedule.

  • Dewatering (a) Where the whole of a site is so affected by surface water following a period of rain that all productive work is suspended by agreement of the Parties, then dewatering shall proceed as above with Employees so engaged being paid at penalty rates as is the case for safety rectification work. This work is typically performed by Employees engaged within CW1, CW2 or CW3 classifications. When other Employees are undertaking productive work in an area or areas not so affected then dewatering will only attract single time rates. (b) Where a part of a site is affected by surface water following a period of rain, thus rendering some areas unsafe for productive work, consistent with the Employer’s obligations under the OH&S Act, appropriate Employees shall assist in the tidying up of their own work site or area if it is so affected. Where required, appropriate Employees will be provided with the appropriate PPE. Such work to be paid at single time rates. Productive work will continue in areas not so affected. (c) To avoid any confusion any ‘dewatering’ time which prevents an Employee from being engaged in their normal productive work is not included in any calculation for the purposes of determining whether an Employee is entitled to go home due to wet weather (refer clauses 32.4 and 32.5)