Boring Sample Clauses

Boring. Prior to conducting any boring work on or near Grantor's rail corridor or property (which shall only be permitted within the Premises), Grantee and Grantee's Contractors shall explore the proposed location for such work with hand tools to a depth of at least three (3) feet below the surface of the ground to determine whether pipelines or other structures exist below the surface, provided, however, that in lieu of the foregoing, Grantee shall have the right to use suitable detection equipment or other generally accepted industry practice (e.g., consulting with the Underground Services Association) to determine the existence or location of pipelines and other subsurface structures prior to drilling or excavating with mechanized equipment. Upon Grantee's written request, which shall be made thirty (30) business days in advance of Grantee's proposed construction or modification of any Improvements, Grantor will provide to Grantee any information that Grantor has in the possession of its Engineering Department concerning the existence and approximate location of Grantor's underground utilities and pipelines at or near the vicinity of any proposed Improvements. Prior to conducting any boring work, Grantee, and Grantee's Contractors, shall review all such material. Grantor does not warrant the accuracy or completeness of information relating to subsurface conditions and Grantee's, and Grantee's Contractors', operations at all times shall be subject to the liability provisions set forth herein. For all bores greater than 20 inches in diameter and at a depth less than ten (10) feet below the bottom of a rail, Grantee, and Grantee's Contractors, shall perform a soil investigation which must be reviewed by Grantor prior to construction. This study is to determine if granular material is present, and to prevent subsidence during the installation process. If the investigation determines in Grantor's reasonable opinion that granular material is present, Grantor may select a new location for Grantee's use, or may require Grantee, and Grantee's Contractors, to furnish for Grantor's review and approval, in Grantor's sole discretion, a remedial plan to deal with the granular material. Once Grantor has approved any such remedial plan in writing, Grantee, and Grantee's Contractors, at Grantee's sole cost, shall carry out the approved plan in accordance with all terms thereof and hereof. Any open hole, boring or well constructed on the Premises by Grantee, or Grantee's Contrac...
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Boring. Vendor's Principal Place of Business (State) In what state is Vendor's principal place of business located?
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Boring logs using the TxDOT WinCore log system and including the horizontal coordinates, ground surface elevation, Texas cone penetration tests, laboratory tests, material descriptions, and ground water observations.
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Boring. Proceed with the boring from a pit provided for boring equipment and workmen. Complete these steps:
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Boring. A. The boring shall be accomplished by means of auguring to the size, line, and grade shown on the Drawings or as directed by OWNER. The hole diameter shall be essentially the same as the outside diameter of the casing pipe.
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Related to Boring

  • 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.

  • 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

  • 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.

  • First sampling In the first sampling four lamps are selected at random. The first sample of two is marked A, the second sample of two is marked B.

  • Geotechnical 19 The A/E as required shall review past pavement, soil 20 and geology investigations, discuss past findings as 21 impacting the subject roadway project, and independently 22 perform design-needed geotechnical services including 23 development and implementation of a field investigation plan 24 involving any field data collection as deemed necessary, 25 development of a laboratory testing program to conduct soils 26 surface and subsurface characterization tests as applicable 1 to the needs of the project, development of seismic analysis 2 and design criteria in accordance with code requirements, 3 development of pavement condition studies to provide 4 recommendations concerning life cycle costs and 5 rehabilitation/reconstruction methods, and recommendations 6 for the design of foundations, embankment and excavation 7 procedures, settlement analysis, lateral, active, and passive 8 earth pressures, de-watering, landslide mapping, slope 9 stabilization, soil corrosion, erosion, sedimentation control 10 and other applicable design criteria as deemed necessary.

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