Concrete Specifications Sample Clauses
The Concrete Specifications clause defines the precise technical or material requirements that must be met in the execution of a contract. It typically outlines detailed standards, measurements, or characteristics for products, materials, or work to ensure consistency and quality; for example, it may specify the grade of concrete to be used or the exact dimensions of a component. By providing clear and measurable criteria, this clause helps prevent misunderstandings and disputes over what is expected, ensuring that both parties have a shared understanding of the deliverables.
Concrete Specifications. All concrete work shall be designed on the basis of “Strength Design” in accordance with ACI 318 “Building Code Requirements for reinforced Concrete.” Concrete work shall be proportioned in accordance with ACI 301 “Specifications for Structural Concrete” and ACI 211.1“Recommended Practice for Selecting Proportions for Normal Weight Concrete”. Concrete slabs, patios, driveways, walls and foundations shall be constructed of a minimum 3000 to 3600 psi concrete, 28 day test, with a 4” minimum to 6” maximum slump maximum, air- entrained to 5 - 8%. No additional water shall be added to concrete after slump test is recorded. Concrete should be a mix of high grade Portland cement, clean sand or granular fill and washed gravel or crushed stone as coarse aggregate per ACI 530. Maximum aggregate size shall be ¾”. All aggregates shall conform to ASTM C33. Gravel should be well graded and not exceed 1 1/2” in size. Water shall not exceed 5 1/2 gallons for each bag, unless sand is very dry. Concrete shall be mixed using an approved batch machine or mobile mixer until uniform in color and providing a 4” minimum to 6” maximum slump. Provide all labor, materials and equipment necessary for the completion of the plain and reinforced concrete called for on the plans.
Concrete Specifications. All concrete work shall be designed on the basis of “Strength Design” in accordance with ACI 318 “Building Code Requirements for reinforced Concrete.” Concrete work shall be proportioned in accordance with ACI 301 “ Specifications for Structural Concrete” and ACI 211.1 “ Recommended Practice for Selecting Proportions for Normal Weight Concrete”. Concrete slabs, patios, driveways, walls and foundations shall be constructed of a minimum 3000 to 3600 psi concrete, 28 day test, with a 4” minimum to 6” maximum slump maximum, air-entrained to 5
Concrete Specifications. All concrete work shall be designed on the basis of “Strength Design” in accordance with the “ Bermuda Building Code Requirements for reinforced Concrete.” Concrete work shall be proportioned in accordance with“ Specifications for Structural Concrete” and “ Recommended Practice for Selecting Proportions for Normal Weight Concrete”. Concrete slabs, patios and walls shall be constructed of a minimum 3000 to 3600 psi concrete, 28 day test, with a 4” minimum to 6” maximum slump maximum, air-entrained to 5 - 8%. No additional water shall be added to concrete after slump test is recorded. Cylinders shall be taken from every batch and tested for compressive strength at 7 and 28 days. Concrete should be a mix of high grade Portland cement, clean sand or granular fill and washed gravel or crushed stone as coarse aggregate per ACI 530. Maximum aggregate size shall be ¾”. All aggregates shall conform to ASTM C33. Gravel should be well graded and not exceed 1 1/2” in size. Water shall not exceed 5 1/2 gallons for each bag, unless sand is very dry. Concrete shall be mixed using an approved batch machine or mobile mixer until uniform in color and providing a 4” minimum to 6” maximum slump. Repair concrete surface defects by removing all loose concrete and cleaning surfaces and form or pouring of slab. Provide broom finish texture for all exterior slabs. Slope exterior patio or porch slabs away from building to match existing. Patch all voids and depressions exceeding 3/8 inch in any direction
Concrete Specifications. “Standard Minimum Concrete Specifications,” October 1963, revised May 1976, revisions approved jointly by the ▇▇▇▇▇▇▇ ▇▇▇▇▇▇, The Associated General Contractors of America, and Georgia Concrete and Products Association, Inc., successors to Georgia Ready-Mix Concrete Association are adopted as a minimum requirement.