Concrete Mix Sample Clauses

Concrete Mix. 2.4.1 Portland Cement: shall conform to CAN/CSA-A5 Type 10 (normal).
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Concrete Mix. The concrete mix. shall be designed to the requirements laid down for controlled concrete (also called design requirement laid down/mix. concrete) in IS:1343/1980 (Code of practice for pre stressed concrete) and IS:456/1978 (code of practice for plain and reinforced concrete) subject to the following special conditions :

Related to Concrete Mix

  • Trench Rock Trench rock is defined as any material that must be removed from a trench that cannot be excavated with a hydraulic excavator having a bucket curling force rated at not less than 18,300 pounds (Caterpillar Model 215 or equivalent) and occupies an original volume of at least one-half cubic yard.

  • MASONRY 4.1 Storm Shelter Area/Tornado Protection: In new building construction, provide lateral and vertical bracing in the walls around the employee toilet rooms. DIVISION 5 – METALS

  • Caisson Rock Caisson Rock is defined as material that must be removed from a shaft which cannot be penetrated faster than two feet per hour (fifteen minute minimum) using a rock auger with bullet-shaped hardened steel teeth (Kennametal bits or equivalent), and the drilling equipment should have the capacity to produce a continuous torque of at least 1,000,000 inch pounds and a downward force of at least 50,000 pounds (a Xxxxxx LLDH in good working condition) for piers up to seventy two inches in diameter. Use of equipment with greater torque or downward force modifies the definition of refusal to be the point at which the equipment cannot penetrate faster than two feet per hour (fifteen minute minimum). In rare cases, refusal may occur on a rock seam or boulder above the general massive rock surface. The compensation for Caisson Rock should include only material that cannot be penetrated by the rock auger at the specified rate.

  • Metalwork Section 2

  • ROAD DIMENSIONS Purchaser shall perform road work in accordance with the dimensions shown on the TYPICAL SECTION SHEET and the specifications within this road plan.

  • Copper Subloops Sprint will make available access to copper subloops on an unbundled basis. A copper subloop is a portion of a Copper Loop, or Hybrid Loop, and is comprised entirely of copper wire or copper cable that acts as a transmission facility between any accessible terminal in Sprint’s outside plant, including inside wire owned or controlled by Sprint, and the end-user customer premises. A copper subloop can also include intermediate devices, such as repeaters, used to establish the transmission path. Copper subloops can be used by CLEC to provide voice-grade services as well as digital subscriber line services. Access to copper subloops is subject to the collocation provisions of this Agreement. Copper subloop consists of the distribution portion of the copper loop. Sprint is not obligated to offer feeder loop plant as a stand-alone UNE.

  • Steel The 230kV portion of the substation will be a low profile (non-lattice), rigid bus, and air-insulated arrangement with flexible connections to all equipment. Equipment support structures will be designed by working stress method in accordance with AISC (American Institute of Steel Construction) guidelines for specification, engineering, design, and construction.

  • Rippable Rock Rippable rock is defined as any material that can be ripped with a single-tooth hydraulic ripper drawn by a crawler tractor having a minimum draw bar pull rated at not less than 56,000 pounds (Caterpillar D-8K or equivalent) and occupies an original volume of at least one cubic yard.

  • FLOORING All Bed Rooms, Dinning-cum-Living, and would be finished with Ivory Vitrified tiles (24'' X 24'') flooring and 4'' skirting. Bath-room, Kitchen & Balcony would be finished with Ivory Ceramic tiles (12'' X 12'') flooring. The walls of the Toilets/Bathrooms would finish with white glazed tiles in 60'' height. Roof would be finished with roof tiles.

  • Slope Portions of an accessible route with running slopes steeper than 1:20 are ramps and shall comply with 4.8. The cross slope of an accessible route shall not be steeper than 1:48  See Figure 1 for required compliance  Near Unit #612: o grind, relevel or repour concrete curb ramp to 8.33% grade or less on slope

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