COMPACTION REQUIREMENTS Sample Clauses

COMPACTION REQUIREMENTS. In Clause 305.2.2.4 delete Table 300-2 and substitute the following: 1 Subgrade and earthen shoulders Not less than 97% 2 Embankment Not less than 95% 3 Expansive clays Not allowed 4 Design CBR of Subgrade & Shoulder has been taken 8. The borrow earth used for subgrade material must satisfied the requirement of the design CBR of 8 % Para 2 of this Clause given below Table 300-2 shall read as under: The contractor shall at least 21 working days before commencement of construction of embankment and the subgrade; submit the following to the Engineer for approval: (i) The values of maximum dry density and optimum moisture content obtained in accordance with IS: 2720 (Part 8) for each fill material proposed to be used in the construction of embankment andsubgrade. (ii) The graphs of Density plotted against moisture content from which each of the values in (i) above of maximum dry density and optimum moisture content were determined. (iii) The dry density-moisture content-CBR relationships, heavy comp active efforts conformingtotheIS2770(part 8)foreachofthefillmaterialproposedtobeused in thesubgrade. The above information shall form the basis for compaction only upon its approval by the Engineer.” Sub-Clause 305.3 Construction Operations Sub-Clause 305.3.4 Compacting Ground Supporting Embankment/Subgrade Para 1 of this clause shall be read as “Where necessary the original ground shall be levelled, scarified, mixed with water and then compacted by rolling to facilitate placement of first layer of embankment so astoachieveminimum drydensityasgiveninTable300-2. Sub-Clause 305.8 Measurement for Payment Substitute Clause 305.8.1 shall be read as "Earth embankment/sub-grade construction shall be measured separately by taking cross sections at intervals after clearing and grubbing and if necessary compaction of original ground before the embankment work starts and after its completion and computing the volumes of earthwork in cubic metres by the method of average and areas." CLAUSE 306 SOIL EROSION AND SEDIMENTATION CONTROL Sub-Clause 306.4 Measurements for Payment Substitute Clause 306.4 as follows: "All temporary sedimentation and pollution control works shall be deemed as incidental to the earthwork and other items of work and as such no separate payment shall be made for thesame." SECTION 400 Sub-Bases, Bases (Non-Bituminous) and Shoulders CLAUSE 401 GRANULAR SUB BASE Sub-Clause 401.1 Scope Add the following at the end of this Clause:
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COMPACTION REQUIREMENTS. A. Equipment: 1. Provide the proper size and type of compaction equipment and select the proper method of utilizing said equipment to attain the required compaction density. 2. In all cases, select and use equipment so as to not damage the pipe or other utilities and structures. 3. Truck-mounted drop hammers or truck-mounted impact hammers, impact pavement breakers, and similar types of mobile equipment will not be permitted for compacting backfill placed around or above pipes. B. Water settling methods of compaction shall not be permitted. C. The backfill material shall be placed in sufficiently thin lifts and compacted to achieve the compaction requirements.
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COMPACTION REQUIREMENTS. A. Unless otherwise shown on the drawings or otherwise described in the specifications for the particular type of pipe installed, relative compaction in pipe trenches shall be as described below: 1. Pipe zone and pipe base: 95% relative compaction 2. Trench zone not beneath paving: 95% relative compaction 3. Trench zone to street zone in paved areas: 95% relative compaction 4. Street zone in paved areas: per agency requirements or 95% relative compaction. The most stringent agency requirements shall prevail 5. Rock refill material for foundation stabilization: 90% relative density 6. Rock refill for over excavation: 90% relative density
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Related to COMPACTION REQUIREMENTS

  • Installation requirements As may be further described and set forth in the Scope of services, all installation, integration, and other potentially public works construction activities which may be contemplated by Contractor, shall be performed in accordance with all applicable, laws, rules, and regulations of the District.

  • Construction Requirements (a) All Life and Safety and applicable Building Codes will be strictly enforced (i.e., tempered glass, fire dampers, exit signs, smoke detectors, alarms, etc.). Prior coordination with the Building Manager is required. (b) Electric panel schedules must be brought up to date identifying all new circuits added. (c) All electrical outlets and lighting circuits are to be properly identified. Outlets will be labeled on back side of each cover plate. (d) All electrical and phone closets being used must have panels replaced and doors shut at the end of each day’s work. Any electrical closet that is opened with the panel exposed must have a work person present. (e) All electricians, telephone personnel, etc. will, upon completion of their respective projects, pick up and discard their trash leaving the telephone and electrical rooms clean. If this is not complied with, a clean-up will be conducted by the building janitors and the general contractor will be back-charged for this service. (f) Welding or burning with an open flame will not be done without prior approval of the Building Manager. Fire extinguishers must be on hand at all times. (g) All “anchoring” of walls or supports to the concrete are not to be done during normal working hours (7:30 AM—6:00 PM, Monday through Friday). This work must be scheduled before or after these hours during the week or on the weekend. (h) All core drilling is not to be done during normal working hours (7:30 AM—6:00 PM, Monday through Friday). This work must be scheduled before or after these hours during the week or on the weekend. (i) All HVAC work must be inspected by the Building Engineer. The following procedures will be followed by the general contractor: [***] = CONFIDENTIAL INFORMATION HAS BEEN OMITTED AND FILED SEPARATELY WITH THE SECURITIES AND EXCHANGE COMMISSION. CONFIDENTIAL TREATMENT HAS BEEN REQUESTED WITH RESPECT TO THIS OMITTED INFORMATION. (i) A preliminary inspection of the HVAC work in progress will be scheduled through the Building Office prior to the reinstallation of the ceiling grid. (ii) A second inspection of the HVAC operation will also be scheduled through the Building Office and will take place with the attendance of the HVAC contractor’s Air Balance Engineer. This inspection will take place when the suite in question is ready to be air-balanced. (iii) The Building Engineer will inspect the construction on a periodic basis as well. (j) All existing thermostats, ceiling tiles, lighting fixtures and air conditioning grilles shall be saved and turned over to the Building Engineer.

  • Encryption Requirements DST will not locally store Fund Data on any laptops or mobile devices (e.g., Blackberries, PDAs) managed by DST.

  • Documentation Requirements ODM shall pay the MCP after it receives sufficient documentation, as determined by ODM, detailing the MCP’s Ohio Medicaid-specific liability for the Annual Fee. The MCP shall provide documentation that includes the following: 1. Total premiums reported on IRS Form 8963;

  • Application Requirements This application shall contain, as a minimum, a sketch showing the location of proposed facilities; a description, sketch, manufacturer’s brochure, etc. of the proposed facilities; and a description of the operation proposed. (11-28-90) 101. -- 199. (RESERVED)‌ 200. OPERATIONAL AGREEMENT.‌‌