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7150603.comm
foundation is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders, tested in accordance with Section 346. Would add the following statement after section 346- “and verifying test results have been provided to the department, is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders, per time, of waiting (say 14 days) or hiring a test lab to make and break compressive strength cylinders
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psi. Determine concrete strength from tests on a minimum of two test cylinders, tested in accordance with Section 346. Would add the following statement after section 346- and verifying test results, . Determine concrete strength from tests on a minimum of two test cylinders, tested [ add **per time, . This give the contractor the option of waiting (say 14 days) or hiring a test lab to make and break, testing. The option will minimize additional cost but provide additional time prior to any loading
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tests, net movement at the maximum test load (movement between alignment load and the final movement, length. For proof tests, net movement at the maximum test load (movement between alignment load, stressing and testing. The factored design load includes appropriate load factors to ensure, for testing purposes. 12.Transfer(Lock-Off)Load:Prestressingforceinananchorafterproofloading, on an anchor during testing sufficient to keep the testing equipment positioned. 15.PerformanceTest
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by the State Materials Office will perform Resolution testing. The material will be sampled and tested, for testing. Verification Test results will be used for material acceptance purposes for the remaining, for testing. Verification Test results will be used for material acceptance purposes for the 16 LOTs, material for the upper courses, allow the Engineer to make density tests for the lower courses, and testing at a minimum frequency listed in the table below. The Engineer will perform Verification
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GRADE RS-1h Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol Viscosity 77ºF, 3% by volume Tests on Residue From Distillation Test: Penetration (0.1 mm) 77ºF,100g, 5seconds, at this temperature for 20 minutes. TRACKLESS TACKS CRS-1h Test Conditions M i n i mum/Maximum Tests on Emulsion, Particle charge positive Tests on Residue From Distillation Test: Penetration (0.1 mm) 77, 500°F.Distillation maximum 1% by volume Sieve Test maximum 0.30% (a) Tests on Residue From
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mix does not exceed 1 inch, 4 x 8 inch test cylinders may be used for compressive strength tests, compressive strength test data for both 6 x 12 inch and 4 x 8 inch test cylinders. For the QA tests the Engineer will use the same size test cylinders that are used for the QC sampling and testing, Precast Prestressed Concrete Construction – Materials and Acceptance Testing – Concrete Dear Dr, for Precast Prestressed Concrete Construction – Materials and Acceptance Testing - Concrete
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of the tendon is applied. Provide the Engineer certified test reports from an approved independent testing, used to perform the test must be submitted to the Engineer for approval. Tests shall be conducted, , or bars may be tested using a test tendon of smaller capacity than the full size tendon. The test, , wires or bars) prior to use. This test shall be conducted by a testing laboratory employed, by these Specifications or Plans. As a sole exception, the tendon to be tested in the “In Place Friction Test” may
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permeability or surface resistivity tests on the core samples or test cylinders. Submit the results of the laboratory trial batch tests and field demonstration of verified test data and inspection, Department acceptance tests, which met all plastic and hardened concrete test requirements. (2, at 28 days, when tested per AASHTO T 277. Submit 2, 4 x 8 inches [102 x 203 mm] cylindrical test specimens to the Engineer for permeability testing before mix design approval. Take the permeability test
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for compressive strength tests. Record the ambient air temperature during the test. Ensure, on the core samples or test cylinders. Submit the results of the laboratory trial batch tests, mm] cylindrical test specimens to the Engineer for permeability testing before mix design approval, . The average permeability of the two tests, one test per cylinder, is considered the rapid chloride, . Inform the Engineer at least 48 hours before performing such tests. Perform slump loss testing
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testing of representative samples of the product, and input from the supplier the following test, UserFAX: COMMENTS: There were some requirements for NTSS-1h that are incorrect. Sieve Test, as it is not relevant RESPONSE: Formatting and test requirements were reviewed and addressed. For CRS-1h: The test requirement for sieve test was reformatted to “maximum 0.10%”. For NTSS-1hm: The test condition for sieve test was removed as not relevant, and note (a) moved to apply to the test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/9160401.response.pdf?sfvrsn=47a357c1_0Section34V2-725
for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Specifications, and Part II Tests, Washington, D.C Approved Products List (APL) Florida Sampling and Testing, all testing requirements. If the material is an existing grade, it will be tested according, to obtain five 6-inch diameter roadway cores from the field test section for testing at the SMO for bond, Section 916 and any additional tests needed for the product. (B) Indicate if the testing
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for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Specifications, and Part II Tests, Washington, D.C Approved Products List (APL) Florida Sampling and Testing, all testing requirements. If the material is an existing grade, it will be tested according, to obtain five 6-inch diameter roadway cores from the field test section for testing at the SMO for bond, Section 916 and any additional tests needed for the product. (B) Indicate if the testing
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for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Specifications, and Part II Tests, Washington, D.C Approved Products List (APL) Florida Sampling and Testing, passed all testing requirements. If the material is an existing grade, it will be tested according, to obtain five 6-inch diameter roadway cores from the field test section for testing at the SMO, Section 916 and any additional tests needed for the product. (B) Indicate if the testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/section34v2-723cln.pdf?sfvrsn=e4ca6718_2Section34V2-723
for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Specifications, and Part II Tests, Washington, D.C Approved Products List (APL) Florida Sampling and Testing, passed all testing requirements. If the material is an existing grade, it will be tested according, to obtain five 6-inch diameter roadway cores from the field test section for testing at the SMO, in Specification Section 916 and any additional tests needed for the product. (B) Indicate if the testing
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concrete strength from tests on a minimum of two test cylinders, tested in accordance with Section 346, for such test. Testtheinstallationundernormal operating conditions during the seven day test period, on the ground with 1 inch [25 mm] projecting above finished grade. 715-14 Tests of Installation. Uponcompletion of the work, test the installation to ensure that the installation is entirely free of ground, all labor, materials, and apparatus necessary for making the required tests. Remove and replace
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and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification, will perform Resolution testing. The material will be sampled and tested in accordance with FM 5-515, will perform Resolution testing. The material will be sampled and tested in accordance with FM 1-T 180, Method, the remaining Verification split samples for testing. Verification Test results will be used for material, . 160-7.3.2 Department Verification Tests: 160-7.3.2.1 Bearing Value: The Engineer will sample and test
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) Tendon to be tested by “Theoretical Elongation Verification” may be installed for test; and, (2, the discharge of more grout at these locations. Also grout pressure tests and required pressures before, lb/galpounds per gallon (0.17 lb/gal). (b) 1. Test for presence of chlorides and oils, for PT System and component testing; however, subcomponents of approved systems may be eliminated, possible components is required for PT System and component testing; however, subcomponents of approved
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testing, the minimum bending radius for the duct. The test consist of a modified duct wear test, -tensioning systems must submit test results to the Structures Design Office and include certified test reports from an independ laboratory audited by AASHTO Materials Refere tensioning system meets all the requirements specified herein. Test plastic components in a certified independent, Institute (GAI) or the American Association for Laboratory Accreditation (A2LA). Certification of test
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testing, the minimum bending radius for the duct. The test consist of a modified duct wear test, -tensioning systems must submit test results to the Structures Design Office and include certified test reports from an independ laboratory audited by AASHTO Materials Refere tensioning system meets all the requirements specified herein. Test plastic components in a certified independent, Institute (GAI) or the American Association for Laboratory Accreditation (A2LA). Certification of test
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Testing, then CSL testing will be required with no separate payment.” The sentence currently added to 455-23.10 does not capture this intent. “When CSL testing is requested by the Engineer, the quantity of CSL tests to be paid for will be the number of drilled shafts accepted based on CSL tests.” If this sentence is intended to address additional testing requested by the Engineer, it should, ; if the testing reveals no problem, the testing is paid as unforeseen work” Per the discussion, the CSL
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