Rolling Sample Clauses

Rolling a. Begin initial rolling when mixture will bear weight without excessive displacement;
Sample 1
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Rolling. Any longitudinal joints shall be rolled first, after which rolling shall start longitudinally at the side and proceed towards the centre of the carpet. Each pass of the roller shall overlap the preceding one by at least one half width of the rear wheel. Alternate passes of the roller shall be of varying length. Immediately following initial compaction, the surface shall be checked with a straight edge to ensure that it meets the surface finish requirements. Minor variations shall be corrected by rolling, but major imperfections shall be compacted by adding or taking away mix while it is still workable.
Sample 1
Rolling. A. Begin rolling when mixture will bear weight of rolling without excessive displacement. Compact small, inaccessible areas with hand tampers or vibrating plate compactors.
Sample 1
Rolling. Start rolling operation on each shot as soon as aggregate is applied. Use sufficient rollers to cover the entire mat width in 1 pass, i.e., 0 xxxxxxxxx. Roll in a staggered pattern. Unless otherwise shown on the plans, make a minimum of:  5 passes or 316  3 passes when the asphalt material is an emulsion. If rollers are unable to keep up with the spreader box, stop application until rollers have caught up, or furnish additional rollers. Keep roller tires asphalt-free.
Sample 1
Rolling. After the laying of coarse aggregates these shall be compacted to full width by rolling with power roller 8 to 12 tones all as specified in clause 20.A. 21.4 of SSR Part-I.
Sample 1
Rolling. After the spreading of the mix the rolling shall be done by 8 to 10 ton power roller or other approved plant.
Sample 1
Rolling. The microsurfacing shall be rolled at the discretion of the Contractor.
Sample 1
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Rolling. Immediately after the aggregate application, the aggregate shall be rolled with a minimum of one pneumatic roller. The entire surface shall receive a minimum of three passes. All rolling shall be completed within 200 meters of the aggregate spreader. The rollers shall operate at a speed that prevents aggregate pick-up, but at no time shall the rollers exceed 10 km/h.
Sample 1

Related to Rolling

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  • LIS Forecasting 7.2.2.8.1 Both CLEC and Qwest shall work in good faith to define a mutually agreed upon forecast of LIS trunking.

  • Consecutive Hours The regular hours of work each day shall be consecutive except that they may be interrupted by unpaid lunch periods. No split shifts will be implemented without the mutual agreement of the Local Union and the Appointing Authority. Each party may cancel such agreement with thirty (30) days written notice to the other party.

  • Consecutive Shifts (a) The Employer will endeavour, where possible, to provide that no Employee is scheduled to work more than seven (7) consecutive days in a two (2) week period. This does not preclude shift arrangements, acceptable to both the Employer and the Employee(s), in variance to the foregoing.

  • quarters At the end of each quarter, the Employer may payout any unused overtime down to seventy-five (75) hours.

  • Twelve Hour Shifts Employees shall be entitled, subject to exigencies of patient care and/or departmental requirements, to rest periods during the shift of a total of forty-five (45) minutes.

  • Month A period commencing at 10:00 a.m., Eastern Standard Time, on the first Day of a calendar month and extending until 10:00 a.m., Eastern Standard Time, on the first Day of the next succeeding calendar month. Monthly shall have the correlative meaning.

  • consecutive days The Employer may switch scheduled days off to accommodate an emergency situation provided the switch is mutually agreed with the employees affected.

  • Financial Forecasts You understand that any financial forecasts or projections are based on estimates and assumptions we believe to be reasonable but are highly speculative. Given the industry, our actual results may vary from any forecasts or projections.

  • Measurement Should the State terminate this contract as herein provided, no fees other than fees due and payable at the time of termination shall thereafter be paid to the Engineer. In determining the value of the work performed by the Engineer prior to termination, the State shall be the sole judge. Compensation for work at termination will be based on a percentage of the work completed at that time. Should the State terminate this contract under paragraph (4) or (5) above, the Engineer shall not incur costs during the thirty-day notice period in excess of the amount incurred during the preceding thirty days.

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