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Voting Method Unless otherwise provided by law, when a vote is taken upon any measure before the Board, with a quorum being present, a majority of the votes cast shall determine its outcome. A vote of "abstain" or "present," or a vote other than "yea" or "nay," or a failure to vote, is counted for the purposes of determining whether a quorum is present. A vote of "abstain" or "present," or a vote other than "yea" or "nay," or a failure to vote, however, is not counted in determining whether a measure has been passed by the Board, unless otherwise stated in law. The sequence for casting votes is rotated. On all questions involving the expenditure of money and on all questions involving the closing of a meeting to the public, a roll call vote shall be taken and entered in the Board's minutes. An individual Board member may request that a roll call vote be taken on any other matter; the President or other presiding officer may approve or deny the request but a denial is subject to being overturned by a majority vote of the members present. Any Board member may request that his or her vote be changed before the President announces the result. Any Board member may include a written explanation of his or her vote in the District file containing individual Board member statements; the explanation will not be part of the minutes. The Board Secretary shall keep written minutes of all Board meetings (whether open or closed), which shall be signed by the President and the Secretary. The minutes include:
Test method This test is intended to demonstrate the immunity of the vehicle electronic systems. The vehicle shall be subject to electromagnetic fields as described in this annex. The vehicle shall be monitored during the tests. If not otherwise stated in this annex the test shall be performed according to ISO 11451-2.
Billing Method 2.6.1 To receive payment for services rendered pursuant to this contract the Contractor shall submit a fully completed invoice for work previously performed to: 2.6.2 At a minimum, the invoice shall detail the following information: 2.6.2.1 Unique invoice number; 2.6.2.2 Contractor’s name, address, and telephone number; 2.6.2.3 Date of invoice and/or billing period; 2.6.2.4 Applicable Contract No.;
Procurement Method Quality-Based Selection (b) Selection under a Fixed Budget
Measurement method An isolation resistance test instrument is connected between the live parts and the electrical chassis. The isolation resistance is subsequently measured by applying a DC voltage at least half of the working voltage of the high voltage bus. If the system has several voltage ranges (e.g. because of boost converter) in conductively connected circuit and some of the components cannot withstand the working voltage of the entire circuit, the isolation resistance between those components and the electrical chassis can be measured separately by applying at least half of their own working voltage with those components disconnected.
Allocation Method (Choose one of a. or b.): a. [ ] All the same. Using the same allocation method as applies to the Signatory Employer under this Election 28. b. [ ] At least one different. Under the following allocation method(s): .
Construction Methods 3.1 The Contractor shall provide all tools, equipment, materials, labor and work for the excavation and removal of the unsuitable subgrade soils and their subsequent replacement with the specified backfill soils as directed by the Owner’s representative. All work under this item shall be performed in a safe and workmanlike manner. 3.2 All work shall be performed in accordance with DelDOT Standard Specifications Section 821. 3.3 Following the removal of existing pavements, the Owner’s representative will review the exposed subgrade and provide recommendations for the undercutting of unsuitable subgrade materials as required. The depth and extent of undercut excavation, if required, will be determined by the Owner’s representative at the time of excavation. 3.4 All excavated materials shall become the property of the Contractor and be removed from the site at the completion of the project at no additional expense to the Owner. 3.5 Undercut excavations should be backfilled with graded aggregate. Backfill shall be placed in loose lifts not exceeding 8 inches thick. Each lift should be compacted with at least 3 passes of a minimum 5-ton, walk-behind or self-propelled vibratory roller when the size of the area permits, or with a vibrating plate mechanical compactor for smaller areas. Lift thickness shall be reduced to 6 inch loose lift when using a vibratory plate compactor. 3.6 The Contractor shall take precautions as necessary to minimize the potential for disturbance or softening of the pavement subgrade materials from inclement weather or construction traffic. As a minimum, this shall include the placement of backfill on the same day as the excavation. Any soft areas which develop shall be undercut and replaced with graded aggregate at no additional cost to the Owner. 3.7 Where undercutting is performed, the geotextile fabric shall be installed. The fabric should be pulled tight and lapped a minimum of 12 inches.
Time and Method of Payment (Amounts Distributed by the Administrative Agent). Except as otherwise provided in Section 4.02, all amounts payable to any Funding Agent or Investor hereunder or with respect to the Series 2019-1 Class A-1 Advance Notes shall be made to the Administrative Agent for the benefit of the applicable Person, by wire transfer of immediately available funds in Dollars not later than 3:00 p.m. (Eastern time) on the date due. The Administrative Agent will promptly, and in any event by 5:00 p.m. (Eastern time) on the same Business Day as its receipt or deemed receipt of the same, distribute to the applicable Funding Agent for the benefit of the applicable Person, or upon the order of the applicable Funding Agent for the benefit of the applicable Person, its pro rata share (or other applicable share as provided herein) of such payment by wire transfer in like funds as received. Except as otherwise provided in Section 2.07 and Section 4.02, all amounts payable to the Swingline Lender or the L/C Provider hereunder or with respect to the Swingline Loans and L/C Obligations shall be made to or upon the order of the Swingline Lender or the L/C Provider, respectively, by wire transfer of immediately available funds in Dollars not later than 3:00 p.m. (Eastern time) on the date due. Any funds received after that time on such date will be deemed to have been received on the next Business Day. The Master Issuer’s obligations hereunder in respect of any amounts payable to any Investor shall be discharged to the extent funds are disbursed by the Master Issuer to the Administrative Agent as provided herein or by the Trustee or Paying Agent in accordance with Section 4.02, whether or not such funds are properly applied by the Administrative Agent or by the Trustee or Paying Agent. The Administrative Agent’s obligations hereunder in respect of any amounts payable to any Investor shall be discharged to the extent funds are disbursed by the Administrative Agent to the applicable Funding Agent as provided herein whether or not such funds are properly applied by such Funding Agent.
Payment Method Payment shall be made by the Contractor to the Subcontractor as follows: (choose one) ☐ - Immediately upon completion of the Services to the satisfaction of the Contractor. ☐ - Within ____ business days after completion of the Services to the satisfaction of the Contractor. ☐ - Shall be paid on a ☐ weekly ☐ monthly ☐ quarterly ☐ other ______________________ basis. If the Subcontractor completes the Services to the satisfaction of the Contractor, before the full amount or balance has been fully paid, any remaining amount shall be payable immediately. ☐ - Other: ________________________________________________________