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SS3360000
. 336-5 Testing of Asphalt Rubber Binder: 336-5.1 Quality Control Requirements: Test the asphalt, for testing from the discharge piping exiting the storage tank. Obtaintheviscositytestingequipment, Control records. 336-5.2 Verification Requirements: The Engineer will test the asphalt rubber, of Table 336-1, have been made, verified by passing test results, and the Engineer grants approval. he, name, delivery location, and viscosity test results. 336-5.3.1AdditionalRecords for Blending
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss3360000.pdf?sfvrsn=7b3c36d4_02870000SS
, within the specified ranges, after testing and visual inspection. Ensure that a minimum of 95, . 2.TestinginaccordancewithAASHTOTP4-00andFM1-T209(and conditioningofthemix prior to testing, ± 12.00 (1) Tolerances for sample size of n = 1 from the verified mix design 287-5.1 Individual Test Tolerances for ATPB Production: In the event that an individual Quality Control test result, by the failing test result in accordance with 334-9.4. 287-6 Acceptance of the Mixture at the Roadway
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, within the specified ranges, after testing and visual inspection. Ensure that a minimum of 95, . 2.TestinginaccordancewithAASHTOTP4-00andFM1-T209(and conditioningofthemix prior to testing, ± 12.00 (1) Tolerances for sample size of n = 1 from the verified mix design 287-5.1 Individual Test Tolerances for ATPB Production: In the event that an individual Quality Control test result, by the failing test result in accordance with 334-9.4. 287-6 Acceptance of the Mixture at the Roadway
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random samples of the materials in accordance with the Department’s Sampling, Testing and Reporting, of the glass spheres in accordance with ASTM D 1214 and the Department’s Sampling, Testing and Reporting, pavement markings in accordance with Florida Method FM-5-579. TheDepartment reserves the right to test, the Department opportunity to test the markings will result in non-payment. The test readings should, numbers appear on the materials and glass spheres packages. Submit a certified test report
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of the availability and scheduling of test decks for this product. 709 TRAFFIC STRIPES AND MARKINGS – TWO REACTIVE, with the Department’s Sampling, Testing and Reporting Guide schedule. 709-2.2 Glass SpheresReflective elements, in accordance with ASTM D 1214 and the Department’s Sampling, Testing and Reporting Guide schedule. 709-3, Method FM-5-541. TheDepartment reserves the right to test the markings within 3 days of receipt of the Contractor’s certification. Failure to afford the Department opportunity to test the markings
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, within the specified ranges, after testing and visual inspection. Ensure that a minimum of 95, . 2.TestinginaccordancewithAASHTOTP4-00andFM1-T209(and conditioningofthemix prior to testing, ± 12.00 (1) Tolerances for sample size of n = 1 from the verified mix design 287-5.1 Individual Test Tolerances for ATPB Production: In the event that an individual Quality Control test result, by the failing test result in accordance with 334-9.4. 287-6 Acceptance of the Mixture at the Roadway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/2870000ss.pdf?sfvrsn=d17542aa_09700000.FHWA
an application in accordance with Section 6 and include independent testing showing the product meets the requirements of this Section and Section 990. The Department will test all raised rRetroreflective, of the adhesive shall be determined in accordance with the test methods listed in ASTM D4280, of their product must submit an application in accordance with Section 6 and include independent testing showing the product meets the requirements of this Section and Section 990. The Department will test all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/9700000.fhwa.pdf?sfvrsn=50f0d3e9_02870000SS
, within the specified ranges, after testing and visual inspection. Ensure that a minimum of 95, . 2.TestinginaccordancewithAASHTOTP4-00andFM1-T209(and conditioningofthemix prior to testing, ± 12.00 (1) Tolerances for sample size of n = 1 from the verified mix design 287-5.1 Individual Test Tolerances for ATPB Production: In the event that an individual Quality Control test result, by the failing test result in accordance with 334-9.4. 287-6 Acceptance of the Mixture at the Roadway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/2870000ss.pdf?sfvrsn=3451f976_03360000.origind
in storage. Equip storage tanks with a sampling device. 336-5 Testing of Asphalt Rubber Binder: 336-5.1 Quality Control (QC) Requirements: Test the asphalt rubber binder for the viscosity requirement, at the project site or asphalt plant, or the supplier’s terminal, obtain the sample for testing from, . Document actions taken in the QC 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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rubber uniformly blended while in storage. Equip storage tanks with a sampling device. 336-5 Testing of Asphalt Rubber Binder: 336-5.1 Quality Control (QC) Requirements: Test the asphalt rubber, the sample for testing from the discharge piping exiting the storage tank, Requirements: The Engineer will test the asphalt rubber in accordance with FM 5-548 or AASHTO T 316-13, , have been made, verified by passing test results, and the Engineer grants approval. The Engineer
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the deficiencies found as a result of the inspection and testing. Keep certified test reports for all, the certification and/or testing of prestressing steel, reinforcing steel, concrete materials, Assurance Inspection and Testing: The Engineer will perform periodic inspections, sampling, and testing to ensure of the quality and acceptability of the materials, methods, techniques, procedures, direction. 450-4 Material Acceptance and Testing. 450-4.1 Concrete: Perform the QC sampling
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of the inspection and testing. Keep certified test reports for all materials incorporated into the production, which will provide all information regarding the certification and/or testing of prestressing steel, and Testing: The Engineer will perform periodic inspections, sampling, and testing to ensure of the quality, . 450-4 Material Acceptance and Testing. 450-4.1 Concrete: Perform the QC sampling and testing, for pretensioning is based on manufacturer’s certification and the Department’s verification tests. The sampling
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the deficiencies found as a result of the inspection and testing. Keep certified test reports for all, the certification and/or testing of prestressing steel, reinforcing steel, concrete materials, Assurance Inspection and Testing: The Engineer will perform periodic inspections, sampling, and testing to ensure of the quality and acceptability of the materials, methods, techniques, procedures, direction. 450-4 Material Acceptance and Testing. 450-4.1 Concrete: Perform the QC sampling
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the deficiencies found as a result of the inspection and testing. Keep certified test reports for all, the certification and/or testing of prestressing steel, reinforcing steel, concrete materials, Assurance Inspection and Testing: The Engineer will perform periodic inspections, sampling, and testing to ensure of the quality and acceptability of the materials, methods, techniques, procedures, direction. 450-4 Material Acceptance and Testing. 450-4.1 Concrete: Perform the QC sampling
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information regarding the certification and/or testing of prestressing steel, reinforcing steel, . Include in the record keeping the deficiencies found as a result of the inspection and testing. Keep certified test reports for all materials incorporated into the production of precast prestressed, for the Engineer’s inspection. 450-2.5 Quality Assurance Inspection and Testing: The Engineer will perform periodic inspections, sampling, and testing to ensure of the quality and acceptability
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and the Department’s verification tests. The sampling for verification testing will be performed, will provide all information regarding the certification and/or testing of prestressing steel, reinforcing, of products. Include in the record keeping the deficiencies found as a result of the inspection and testing. Keep certified test reports for all materials incorporated into the production of precast, for the Engineer’s inspection. 450-2.5 Quality Assurance Inspection and Testing: The Engineer will perform
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the deficiencies found as a result of the inspection and testing. Keep certified test reports, the certification and/or testing of prestressing steel, reinforcing steel, concrete materials, Quality Assurance Inspection and Testing: The Engineer will perform periodic inspections, sampling, and testing to ensure of the quality and acceptability of the materials, methods, techniques, procedures, direction. 450-4 Material Acceptance and Testing. 450-4.1 Concrete: Perform the QC sampling
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shall have a minimum tensile strength of 40 psi when tested according to ASTM D638. A rectangular test specimen 6 inches by 1 inch by 0.05 inches minimum thickness shall be tested at a temperature, . 990-3.1.1.23 Battery Life Test: Meet the following: (a) The photovoltaic unit shall be designed, ) when tested according to 9900000 All Jobs ASTM E303. Bike lane symbols and pedestrian, and markings shall have a minimum elongation of 25% when tested in accordance with ASTM D638
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/9900000.origind.pdf?sfvrsn=248cc047_0D7 SR-688 Fittings Clarification
AND LEAKAGE TESTS 1.2.5.2 LEAKAGE TEST (WATER MAINS) 1.2.5.2.5 PIPE LAYING … Restraining joints, crossings, backfilling, pressure testing, disinfection, field layout, etc. Restoration of pavement
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tests in accordance with FM 5-541. Take test readings representative of the striping performance, Sampling, Testing and Reporting Guide schedule. 701-2.2 Retroreflective Elements: Use reflective
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