Common use of Additional Tests Clause in Contracts

Additional Tests. a. Testing and inspecting agency shall make additional tests of concrete when test results indicate that slump, air entrainment, compressive strengths, or other requirements have not been met, as directed by Engineer. b. Testing and inspecting agency may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C42/C42M or by other methods as directed by Engineer. 1) Acceptance criteria for concrete strength shall be in accordance with ACI 301 section 1.6.

Additional Tests. a. Testing and inspecting agency shall to make additional tests of concrete when test results indicate that slump, air entrainment, compressive strengths, or other requirements have not been met, as directed by EngineerArchitect. b. Testing and inspecting agency may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C42/C42M or by other methods as directed by EngineerArchitect. 1) Acceptance criteria for concrete strength shall to be in accordance with ACI 301 section 1.6(ACI 301M), Section 1.6.6.

Additional Tests. a. Testing and inspecting agency shall make additional tests of concrete when test results indicate that slump, air entrainment, compressive strengths, or other requirements have not been met, as directed by Engineer. b. Architect. Testing and inspecting agency may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C42C 42/C42C 42M or by other methods as directed by Engineerthe Inspector. 1) Acceptance criteria for concrete strength shall be in accordance with ACI 301 section 1.6.

Additional Tests. a. Testing and inspecting agency shall The testing service will make additional tests of in place concrete when test results indicate that slump, air entrainment, compressive strengths, or specified concrete strengths and other requirements characteristics have not been metattained in the structure, as directed by Engineer. b. . Testing and inspecting agency service may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C42/C42M C 42, or by other methods as directed by Engineerdirected. Contractor shall pay for such tests conducted, and any other additional testing as may be required, when concrete placed does not conform to the specified limits of the Contract Documents or when unacceptable concrete is verified. 1) Acceptance criteria for concrete strength shall be in accordance with ACI 301 section 1.6.

Additional Tests. a. Testing and inspecting agency shall make additional tests of concrete when test results indicate that slump, air entrainment, compressive strengths, or other requirements have not been met, as directed required by the Engineer. b. . Testing and inspecting agency may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C42/C42M C 42 or by other methods as directed required by the Engineer. 1) Acceptance criteria for concrete strength shall be in accordance with ACI 301 section 1.6.

Additional Tests. a. Testing and inspecting agency shall make additional tests of concrete when test results indicate that slump, air entrainment, compressive strengths, or other requirements have not been met, as directed by Engineer. b. . Testing and inspecting agency may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C42C 42/C42C 42M or by other methods as directed by Engineer. 1) Acceptance criteria for concrete strength shall be in accordance with ACI 301 section 1.6.