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3460000.comm
. .Perform surface resistivity tests on the core samples or test cylinders at 28 days. Comment, :" 346-4.2.1, 2 nd paragraph after Table 4 Submit the chloride test results obtained from the testing, by the Engineer for verification testing. When the Engineer’s verification test results do, the Independent Verification testing and the QC testing is identified in the IA Checklist Criteria. When a test, results? 346-9 Acceptance Sampling and Testing. 346-9.1 General: Perform plastic properties tests
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(open time) will be deemed acceptable if a slant cylinder test specimen, prepared and tested, c r e t e material for the slant-cylinder test shall have a compressive strength of at least 4,500 psi at 28 days when tested to ASTM C39. The slant- cylinder test procedure must be in accordance, . Forslow-setepoxy,anadditional test specimen shall be made and tested to failure at 24 hours, for the formulation tested. 3.Assemble the specimens together and cure at the maximum temperature
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construction and maintenance operations by applying water or other dust control materials. 204-7 Testing Surface. Testthesurfaceinaccordancewiththerequirements of 200-6. 204-8 Priming and Maintaining
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/2040000.impl.pdf?sfvrsn=9655d55c_0SP2040000
construction and maintenance operations by applying wate 204-7 Testing Surface. Testthesurfaceinaccordancewiththerequirements of 200-6. 204-8 Priming and Maintaining. Meettherequirements of 200-8. 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/sp2040000.pdf?sfvrsn=8dfd9a7b_0SP2040000
and maintenance operations by applying water or other dust control materials. 204-7 Testing Surface. Testthesurfaceinaccordancewiththerequirements of 200-6. 204-8 Priming and Maintaining
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/sp2040000.pdf?sfvrsn=8f5585d9_0SP2040000
construction and maintenance operations by applying wate 204-7 Testing Surface. Testthesurfaceinaccordancewiththerequirements of 200-6. 204-8 Priming and Maintaining. Meettherequirements of 200-8. 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/sp2040000.pdf?sfvrsn=d8f26e86_0SP2040000
and maintenance operations by applying water or other dust control materials. 204-7 Testing Surface. Testthesurfaceinaccordancewiththerequirements of 200-6. 204-8 Priming and Maintaining
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/sp2040000.pdf?sfvrsn=abbeecff_0SP2040000
and maintenance operations by applying water or other dust control materials. 204-7 Testing Surface. Testthesurfaceinaccordancewiththerequirements of 200-6. 204-8 Priming and Maintaining
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/sp2040000.pdf?sfvrsn=863f9164_04600102-723comm
be tested. Perform Magnetic Particle Testing at the following frequencies: A minimum of 25% of all, by the following: Unless otherwise shown in the Plans, perform ultrasonic testing (UT) or radiographic testing (RT) on full penetration groove welds at the following frequency (use the AWS D1.1 Tubular, be tested. 460-6.4.3 Overhead Sign Structures and Toll Gantries : Comply with the requirements, in the Plans, perform 100 percent ultrasonic testing (UT) or radiographic testing (RT) on all full
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be tested. Perform Magnetic Particle Testing at the following frequencies: A minimum of 25% of all, by the following: Unless otherwise shown in the Plans, perform ultrasonic testing (UT) or radiographic testing (RT) on full penetration groove welds at the following frequency (use the AWS D1.1 Tubular, be tested. 460-6.4.3 Overhead Sign Structures and Toll Gantries : Comply with the requirements, in the Plans, perform 100 percent ultrasonic testing (UT) or radiographic testing (RT) on all full
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/4600102-723resp.pdf?sfvrsn=fd23dd7f_29240000origind
for calcium nitrite concrete tested in accordance with ASTM G109: Maximum Allowable Test Results, is accordance with Section 6 and include product data sheets, certified independent test data showing, , will be permitted without further testing. – ASTM G109 and the requirements of this Section, been given contingent approval, as evidenced by previous tests and apparent effectiveness under, , no further testing will be required for any product on the APL unless there is indication in actual
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limits for calcium nitrite concrete tested in accordance with ASTM G109: Maximum Allowable Test Results, is accordance with Section 6 and include product data sheets, certified independent test data showing, on this list, will be permitted without further testing. – ASTM G109 and the requirements of this Section, that the product has been given contingent approval, as evidenced by previous tests and apparent effectiveness, , no further testing will be required for any product on the APL unless there is indication
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ASPHALT GRADE CRS-2H Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol Viscosity, Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol Viscosity 77ºF 20/100seconds, Tests on Residue From Distillation Test: Penetration (0.1 mm) 77ºF,100g, 5seconds minimum 60, prior to it’s use. EMULSIFIED ASPHALT GRADE CRS-1h Test Conditions M i n i mum/Maximum Tests, % by volume 9160101 All Jobs Particle charge positive Tests on Residue From Distillation Test
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the water test results from the testing lab are submitted to the concrete production facility within, to “Ensure the water test results from the testing lab are submitted to the concrete production, of tests”. Even this did not allow much leeway as the mortar test alone requires 7 days. There is a typo, be "14", not "fourteen". Is the intent to post water test results within 14 days of the sampling, . 923-2.2 Initial Sampling and Testing Frequency: Approval: Open bodies of water and well water shall
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: ConfusionexistaboutrequiringtheEngineertosample and test for FM 5-515 Limerock Bearing Ratio (LBR) instead of using the sample collected by the contractor in Section 160-4.3.1.3 for Verification LBR testing. This edit will specifically, a sample at a different location other than the sample collected in 160-4.3.1.3, and test, test locations, including Stations and Offsets, using a Random Number generator, based on the LOTs under consideration. If the Engineer has approved consideration of the Unsoaked LBR, sample and test
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“hold” cylinders are tested within seven days of the 28-day strength tests.” Question: Who, were tested at a w/c ratio of 0.35. It is well known within the concrete testing community, regarding reduced frequency for acceptance testing? ************************************************************************ Ghulam Mujtaba: General Comment: 1- The nondestructive tests are used to estimate the strength of concrete. It should be verified by Destructive testing. 2- In the other
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determined by the concrete producer for each mix design to be tested. Record and certify test results, for verification (VT) testing. When the Engineer’s VT test results do not compare with the QC plastic, for Verification (VT) testing. When the Engineer’s VT test results do not compare with the QC plastic, and testing in accordance with this Section. The acceptance sample and plastic properties tests may, size meeting the requirements of ASTM C31, and secure area for testing and initial curing of test
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testing prior to driving. All test piles will have dynamic load tests. The Engineer will perform Dynamic, Load Tests: Dynamic load testing consists of predicting estimating pile capacity from blows, which are to be statically (or Statnamically) load tested, drive test piles their full length, will be paid for as Pile Redrive. Install instruments on test piles when dynamic load tests are included, dowel splices in the Pay Item 455-34. No payment will be made for dynamic load tests on test piles
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of the structure. 975-9.2 Material Tests: Meet the following requirements: Additional Laboratory Performance and Tests Test Method Limits Cyclic Weather Testing AASHTO R-31 No blistering, cracking, checking, ) Additional Laboratory Performance and Tests Test Method Limits Fluid Resistance ASTM D1308; Paint, Manufacturer’s specifications: 6 months exposure at FDOT test site Complete removal of material
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of the structure. 975-9.2 Material Tests: Meet the following requirements: Additional Laboratory Performance and Tests Test Method Limits Cyclic Weather Testing AASHTO R-31 No blistering, cracking, checking, ) Additional Laboratory Performance and Tests Test Method Limits Fluid Resistance ASTM D1308; Paint, Manufacturer’s specifications: 6 months exposure at FDOT test site Complete removal of material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9750900.pdf?sfvrsn=65ee5f10_0