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1050000respon
"...summarize the daily QC activities including testing and material sampling." Change Made Susan Blazo, a "QC Program". 4. Experience or certification in performance of required "QC" tests and in organization and statistical evaluation of "QC" test results." Susan Blazo 105-5.9 2nd paragraph, 1st, asphalt plant related testing with a CTQP Asphalt Plant Level I Technician. Shouldn’t, value to the Department. 1. It refers to the production equipment and not the testing equipment, so
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/1050000respon.pdf?sfvrsn=44105b0c_0CM-654-01 In-Roadway Warning Light Assembly
, as measured by America Society for Testing and Material (ASTM) E1347. FORMDROPDOWN Provide product, , humidity, vibration, and shock tests described in NEMA TS2, 2.2.7, 2.2.8, and 2.2.9. FORMDROPDOWN Provide the following: A third party test report that demonstrates compliance with this requirement. A completed Testing Laboratory and Report Checklist. A completed NEMA TS2 2.2.7-2.2.9, . FORMDROPDOWN Provide the following: A third party test report that demonstrates compliance
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with Specification requirements. 347-4.2 Sampling and Testing: The Engineer may sample and test, tickets, certifications, certified mill test reports). 3.Acopy of the scale company or testing agency, components and proportions, when unsatisfactory test results are obtained from the use of the substituted, moisture test approximately half way through the batching operations and adjust batch proportions
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. 347-4.2 Sampling and Testing: The Engineer may sample and test the concrete at their discretion, (deliverytickets,certifications, certified mill test reports). 3.Acopyofthescalecompany or testing agency, approved mix components and proportions, when unsatisfactory test results are obtained from the use, placements expected to exceed three hours, perform an additional moisture test approximately half way
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will take random samples of the materials in accordance with the Department’s Sampling, Testing, of the glass spheres in accordance with ASTM D 1214 and the Department’s Sampling, Testing, markings in accordance with Florida Method FM-5-579. TheDepartment reserves the right to test, opportunity to test the markings will result in non-payment. The test readings should, LOT numbers appear on the materials and glass spheres packages. Submit a certified test report
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’s Sampling, Testing and Reporting Guide schedule. 709-2.2 Glass Spheres: Use only glass spheres, ’s Sampling, Testing and Reporting Guide schedule. 709-2.3 Sand: Use materials meeting, markings in accordance with Florida Method FM-5-579. TheDepartment reserves the right to test, opportunity to test the markings will result in non-payment. The test readings should, on the materials and glass spheres packages. Submit a certified test report to the Engineer indicating
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uniformly blended while in storage. Equip storage tanks with a sampling device. 336-5 Testing of Asphalt Rubber Binder: 336-5.1 Quality Control Requirements: Test the asphalt rubber binder, at the project site/asphalt plant or supplier’s terminal, obtain the sample for testing from, taken in the Quality Control records. 336-5.2 Verification Requirements: The Engineer will test, by passing test results, and the Engineer grants approval. The Engineer may require that any mix
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of Mechanical Engineers ASTM American Society for Testing and Materials AWG American Wire Gauge AWPA, , test method, or other code or recommendation of the particular authority or organization shown. Use standards, specifications, test methods, or other codes as specified in the current edition, American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWG, , designates a specification, test method, or other code or recommendation of the particular authority
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with Specification requirements. 347-4.2 Sampling and Testing: The Engineer may sample and test, (deliverytickets,certifications, certified mill test reports). 3.Acopyofthescalecompany or testing agency report, and proportions, when unsatisfactory test results are obtained from the use of the substituted material(s, aggregates. On concrete placements expected to exceed three hours, perform an additional moisture test
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. Use originally approved mix components and proportions, when unsatisfactory test results, hours, perform an additional moisture test approximately half way through the batching operations, production facility for non-compliance with Specification requirements. 347-4.2 Sampling and Testing: The Engineer may sample and test the concrete at his discretion to verify its quality. 347-4.3 Records, . 2.Materialssource(delivery tickets, certifications, certified mill test reports). 3.Acopy
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’s Sampling, Testing and Reporting Guide schedule. 709-2.2 Glass Spheres: Use only glass spheres, ’s Sampling, Testing and Reporting Guide schedule. 709-2.3 Sand: Use materials meeting, markings in accordance with Florida Method FM-5-579. TheDepartment reserves the right to test, opportunity to test the markings will result in non-payment. The test readings should, on the materials and glass spheres packages. Submit a certified test report to the Engineer indicating
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with Specification requirements. 347-4.2 Sampling and Testing: The Engineer may sample and test the concrete, unsatisfactory test results are obtained from the use of the substituted material(s). 347-2.4 Material Storage, to exceed three hours, perform an additional moisture test approximately half way through the batching, . 2.Materialssource(deliverytickets,certifications, certified mill test reports). 3.Acopyofthescalecompany or testing agency report showing the observed deviations from quantities checked during
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with Specification requirements. 347-4.2 Sampling and Testing: The Engineer may sample and test the concrete, unsatisfactory test results are obtained from the use of the substituted material(s). 347-2.4 Material Storage, to exceed three hours, perform an additional moisture test approximately half way through the batching, . 2.Materialssource(deliverytickets,certifications, certified mill test reports). 3.Acopyofthescalecompany or testing agency report showing the observed deviations from quantities checked during
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Specifications and Design Standards. All required test reports must be conducted by an independent laboratory or other independent testing facility. All required drawings and calculations must, and approval by the Department. The Department will consider any marked variations from original test values, and detailed by the applicable Specifications and Design Standards. All required test reports must be conducted by an independent laboratory or other independent testing facility. All required drawings
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other nondestructive test method acceptable to the Engineer, until the time of the detensioning. Before detensioning, verify the concrete release strength by testing the compressive strength test cylinders. Make a minimum of two compressive strength release test cylinders daily for each individual, by compressive strength cylinder tests or other approved means, no later than 24 hours after casting and every 24 hours thereafter until release strength is developed. In lieu of every 24 hour testing
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shall have a minimum tensile strength of 40 psi when tested according to ASTM D 638. A rectangular test specimen 6 by 1 by 0.05 inch minimum thickness shall be tested at a temperature range of 40, have a minimum elongation of 25% when tested in accordance with ASTM D-638. 990-4.8 Plastic Pull test, of continuous operation with minimum onsite maintenance. 990-3.1.1.3 Battery Life Test: Meet the following, ) when tested according to ASTM E-303. Bike lane symbols and pedestrian crosswalks shall provide
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strength of 40 psi when tested according to ASTM D 638. A rectangular test specimen 6 by 1 by 0.05 inch minimum thickness shall be tested at a temperature range of 40 to 80ºF using a jaw speed, % when tested in accordance with ASTM D-638. 990-4.8 Plastic Pull test: The stripes and markings, days of continuous operation with minimum onsite maintenance. 990-3.1.1.3 Battery Life Test: Meet, a minimum skid resistance value of 35 BPN (British Pendulum Number) when tested according to ASTM
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strength of 40 psi when tested according to ASTM D 638. A rectangular test specimen 6 by 1 by 0.05 inch minimum thickness shall be tested at a temperature range of 40 to 80ºF using a jaw speed, % when tested in accordance with ASTM D-638. 990-4.8 Plastic Pull test: The stripes and markings, days of continuous operation with minimum onsite maintenance. 990-3.1.1.3 Battery Life Test: Meet, a minimum skid resistance value of 35 BPN (British Pendulum Number) when tested according to ASTM
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and 400-17.3, test cylinders may be prepared and tested by the Contractor in accordance with 346-5, to procedure, in lieu of the time delay periods set forth in 400-17.1 and 400-17.3, test cylinders may be prepared and tested by the Contractor in accordance with 346-5 and a determination made using one, and cured identically with the concrete in the corresponding structural component. Make the test beams in accordance with ASTM C31 and test them in accordance with ASTM C78. When the cylinder test
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of shaft to allow cross- hole-sonic-logging testing, but not less than 30 inches above the top, and the following substituted: 455-17.6.1.1 Equipment: Furnish Cross-Hole-Sonic logging test equipment as follows, measurements that identify each individual test. 6. E l e c t r o n i c a l l y s t o r e e a c h C S L l o g i n d i g i t a l f o r mat, with shaft identification, date, time and test details, including
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