Compaction Methods Sample Clauses

Compaction Methods. Compaction Method A: Breaking track while operating equipment on the traveled way. Compaction Method B: 7-10 ton pneumatic, steel, or equivalent vibratory roller, operated to cover the full width two (2) times. Either Method A or B may be used unless Method B is designated in C(T)5.31#. T-815 – Paved Surface Cleaning (06/2020) 815.01 DESCRIPTION This work consists of removing loose material from paved traveled way, including bridge decks, paved shoulders, and paved turnouts.
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  • Construction Methods No four course of brick-work, with three joints, shall exceed in height, when built, one inch more than the same bricks piles upon one another without mortar. The bricks are to be well soaked in water before use on works, in proper through so as to be thoroughly wet when layed. The Cessation of the bubbles through the water is an irldication of saturation being complete. For ensuring thorough soaking of the bricks every one or two bricklayers or more as necessary, shall be provided with tubs for use The wall of structures shall be carried up regularly in all cases 1` when the nature of the work will admit of it not leaving any part 915mm (3 feet) lower than another. Horizontal courses shalI be straight, level and even and faces of walls smooth and plumb. A straight edge and a plumb- xxx shall be used for constant checking during progress of the work. No brick-bats shall be permitted to be used except when necessary for obtaining the dimension of the different course or for obtaining the specified bond. All unfinished work must be raked back in course unless otherwise directed arid when new work is to be jointed to it the surface of unfinished work must be cleaned and wetted. The bricks shall be laid by placing sufficient mortar on the wall and forcing every brick into it in such a manner as to completely fill every joint with moratar whether at the bottom, side or end of the brick. The mortar to be used shall be that specified for the relevant schedule items and shall comply with the specification for the mortar specified. The bound used shall be English and shall be carried throughout the work. At all angles forming the junction of any two walls, the bricks shall, at each alternate course be carried into each of the respective walls, so as to thoroughly unite the work. V'Jhen the faces are to be plastered, the joints shall be well raked out before any plaster is laid on should the plaster from want of proper joint ranking detach and 7 fall off from the brick work, the contractor shall strip off the plaster bodily to the extent ordered by Superintending Engineer and shall re-do the work properly at his own expense. All requisite scaffolding shall be provided at the contractor's expense and shall be double i.e., must it have two sets of upright supports Care must be taken to ensure the safety of the work people and the contractor must comply with such instructions as the Superintending Engineer may issue to ensure such safety. The contractor will be entirely responsible for any damage or injuries to person or property resulting from ill-erected scaffolding, defective ladders, or otherwise arising out of his default in this respect. The brick work for the retaining wall shall proceed side by side with the depositing and compacting of earth between the retaining walls. At no time shall the brick-work be constructed more than 405mm (1'-4") above Y the compacted earth. In the retaining wall weep-holes shall be provided at suitable intervals as instructed during execution, with the inner surface of the weep-holed plastered 20mm (3/4") thick in cement mortar 1:4 crouched rock of grades in different layer shall be provided at the inner end of the weep-holes to prevent the choking of the weep-holes to have full drainage. No extra payment will be made for this and no deductions will be made for this in the brick-work.

  • Allocation Method The Plan Administrator will allocate a Plan-Designated QNEC using the following method (Choose one of a., b., c., or d.):

  • 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.

  • Access Toll Connecting Trunk Group Architecture 9.2.1 If CBB chooses to subtend a Verizon access Tandem, CBB’s NPA/NXX must be assigned by CBB to subtend the same Verizon access Tandem that a Verizon NPA/NXX serving the same Rate Center Area subtends as identified in the LERG.

  • Purchase Order Flip via Ariba Network (AN) The online process allows suppliers to submit invoices via the AN for catalog and non- catalog goods and services. Contractors have the ability to create an invoice directly from their Inbox in their AN account by simply “flipping” the purchase order into an invoice. This option does not require any special software or technical capabilities. For the purposes of this section, the Contractor warrants and represents that it is authorized and empowered to and hereby grants the State and the third-party provider of MFMP the right and license to use, reproduce, transmit, distribute, and publicly display within the system the information outlined above. In addition, the Contractor warrants and represents that it is authorized and empowered to and hereby grants the State and the third-party provider the right and license to reproduce and display within the system the Contractor’s trademarks, system marks, logos, trade dress, or other branding designation that identifies the products made available by the Contractor under the Contract.

  • Network Interconnection Architecture Each Party will plan, design, construct and maintain the facilities within their respective systems as are necessary and proper for the provision of traffic covered by this Agreement. These facilities include but are not limited to, a sufficient number of trunks to the point of interconnection with the tandem company, and sufficient interoffice and interexchange facilities and trunks between its own central offices to adequately handle traffic between all central offices within the service areas at P.01 grade of service or better. The provisioning and engineering of such services and facilities will comply with generally accepted industry methods and practices, and will observe the rules and regulations of the lawfully established tariffs applicable to the services provided.

  • System and Data Access Services a.System. Subject to the terms and conditions of this Addendum and solely for the purpose of providing access to Fund Data as set forth herein, State Street hereby agrees to provide the Fund, or certain third parties approved by State Street that serve as the Fund`s investment advisors, investment managers or fund accountants (the "Fund Accountants") or as the Fund`s independent auditors (the "Auditor"), with access to State Street`s Multicurrency HORIZONR Accounting System and the other information systems described in Attachment A (collectively, the "System") on a remote basis solely on the computer hardware, system software and telecommunication links described in Attachment B (the "Designated Configuration") or on any designated substitute or back-up equipment configuration consented to in writing by State Street, such consent not to be unreasonably withheld.

  • Interconnection Customer Provided Services The services provided by Interconnection Customer under this LGIA are set forth in Article 9.6 and Article 13.5.1. Interconnection Customer shall be paid for such services in accordance with Article 11.6.

  • Alternative Resolution Methods Any time during the grievance process, by mutual consent, the parties may use alternative methods to resolve the dispute. If the parties agree to use alternative methods, the time frames in this Article are suspended. If the selected alternative method does not result in a resolution, the Union may return to the grievance process and the time frames resume. Any expenses and fees of alternative methods will be shared equally by the parties.

  • Unbundled Channelization (Multiplexing) 5.7.1 To the extent NewPhone is purchasing DS1 or DS3 or STS-1 Dedicated Transport pursuant to this Agreement, Unbundled Channelization (UC) provides the optional multiplexing capability that will allow a DS1 (1.544 Mbps) or DS3 (44.736 Mbps) or STS-1 (51.84 Mbps) Network Elements to be multiplexed or channelized at a BellSouth central office. Channelization can be accomplished through the use of a multiplexer or a digital cross-connect system at the discretion of BellSouth. Once UC has been installed, NewPhone may request channel activation on a channelized facility and BellSouth shall connect the requested facilities via COCIs. The COCI must be compatible with the lower capacity facility and ordered with the lower capacity facility. This service is available as defined in NECA 4.

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