Coring Sample Clauses

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. 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.
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.
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.
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

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: Vendor Category Percent Points 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 Example: Company A had a lower percent of breakdowns than the average total, and would receive 6 points for breakdowns. If a company has a higher percentage than the average total, 0 point will be added to their score. Company B would not receive 6 points for breakdowns. The same calculation would be performed for accidents and service complaints. 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 3.13.1 Refuse containers located outside the building shall be fully screened from adjacent properties and from streets by means of opaque fencing or masonry walls with suitable landscaping.

  • Dewatering 4.7.1 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, all non- trades employees shall assist in ‘dewatering’ their own work site or area if it is so affected. Such work to be paid at single time rates. Productive work will continue in areas not so affected.

  • Engineering Forest Service completed survey and design for Specified Roads prior to timber sale advertisement, unless otherwise shown in A8 or Purchaser survey and design are specified in A7. On those roads for which Forest Service completes the design during the contract, the design quantities shall be used as the basis for revising estimated costs stated in the Schedule of Items and adjusting Timber Sale Account. Forest Service engineering shall be completed according to the schedule in A8. Should Forest Service be unable to perform the designated survey and design by the completion date or other agreed to time, upon written agreement, Purchaser shall assume responsibility for such work. In such event, Contracting Officer shall revise:

  • FABRICATION Making up data or results and recording or reporting them.

  • 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: IS sieve Designation Percentage Passing by weight for graded aggregate of nominal size. 40mm 20mm 16mm 12.5mm 63mm 100 - - - 40mm 00-000 000 - - 20mm 00-00 00-000 100 - 16mm - - 00-000 000 12.5 - - - 90-100 10.00 00-00 00-00 00-00 00-00 4.75mm 0-5 0-10 0-10 0-10

  • Logging The ISP will require the maintenance of network and application logs as part of BNY Mellon’s security information and event management processes. Logs are retained in accordance with law applicable to BNY Mellon’s provision of the services as well as BNY Mellon’s applicable policies. BNY Mellon uses various tools in conjunction with such logs, which may include behavioral analytics, security monitoring case management, network traffic monitoring and analysis, IP address management and full packet capture.

  • Sampling The Licensee agrees that the Composition is purchased as a “Work Made for Hire” whereby the clearing of any sampled materials is the responsibility of Licensee.

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