Material & Methods Sample Clauses

Material & Methods. This work includes, but is not limited to, the construction and installation of concrete curb composed of WVDOT Class K Portland cement concrete and is generally 8” in thickness and of variable height. The existing geometry of concrete curb should be matched in areas where curb is to be replaced. Number four rebar shall be used to reinforce the concrete curb and should be placed vertically in the center of the curb at 6” on center, and tied to number four longitudinal bars at the top and bottom. A minimum of 2” cover shall be utilized throughout. The curb should be poured integral with the adjacent roadway panel, if the panel is new, and should be constructed according to the detail labeled 2. INTEGRAL CONCRETE CURB TYPE II on the Standard Detail sheet, included in Appendix. If curb is added to existing roadway, perform all work in accordance with the detail labeled 1. CURB/GUTTER REPLACEMENT on the same Standard Detail Sheet.
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Related to Material & Methods

  • Materials and Methods 86 2.1 PARTICIPANTS 87 We used baseline measurements from a convenience sample of participants in previous (3) and 88 ongoing cohort studies investigating the effects of rehabilitation on balance responses (Table 1). PD 89 participants were mild-moderate with bilateral symptoms (Xxxxx and Xxxx stage 2-3 (13)). All 90 participants provided written informed consent and all study procedures were approved by Institutional 91 Review Boards at the Georgia Institute of Technology and Emory University.

  • MATERIAL SAFETY All manufacturers, importers, suppliers, or distributors of hazardous chemicals doing business in this State must provide a copy of the current Material Safety Data Sheet (MSDS) for any hazardous chemical to their direct purchasers of that chemical.

  • CERTIFICATION OF NO ASBESTOS CONTAINING MATERIALS OR WORK 8.1 The Contractor shall be responsible for ensuring that no asbestos containing materials or work is included within the scope of the Work. The Contractor shall take whatever measures it deems necessary to insure that all employees, suppliers, fabricators, material men, subcontractors, or their assigns, comply with this requirement.

  • Accounting Methods Implement or adopt any material change in its accounting principles, practices or methods, other than as may be required by GAAP or any Governmental Entity.

  • Processes Any employer, employee, trade union or employer’s association may at any point in time apply for an exemption from any of the provisions of this Collective Agreement. The applicant is required to complete and submit in writing with the relevant office of the Council, a fully and properly completed prescribed application for exemption form, accompanied by all relevant supporting documentation.

  • Specifications That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards, and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. The term "Specifications" shall also include all written matter in the Project Manual or on the drawings and any Addenda or Change Orders thereto.

  • Material Safety Data Sheet Seller shall provide to Buyer with each delivery any Material Safety Data Sheet applicable to the work in conformance with and containing such information as required by the Occupational Safety and Health Act of 1970 and regulations promulgated thereunder or its State approved counterpart.

  • Particular Methods of Procurement of Consultants’ Services 1. Quality- and Cost-based Selection. Except as otherwise provided in paragraph 2 below, consultants’ services shall be procured under contracts awarded on the basis of Quality and Cost-based Selection.

  • 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.

  • Methods i. Brief description of the method used.

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