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SS4500000
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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by tensile test. Alternate testing will not be accepted. Protect against damage and marring during transit and delivery. Table 965-1 Material Requirements for Aluminum Components Product Test Method Alloy, Compliance Requirements Documentation Requirements Certified Test Report Shows that product meets, , without breaking, cracking or rupturing in any manner. Certified Test Report Breakaway Meets
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9650000-722impl.pdf?sfvrsn=1b9553c3_25550301.origind
Product Testing: When there is any indication that the installed product has sustained damage and may, a pressure test and reserves the right to be present during the test. Perform pressure test within 24, , the test results to the Engineer for review and approval. The Engineer is allowed up to 72 hours
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/5550301.origind.pdf?sfvrsn=26cd11b5_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/programmanagement/implemented/workbooks/julworkbook2004/files/2870000ss.pdf?sfvrsn=39003947_03360000.origind
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, for testing from the discharge piping exiting the storage tank. Obtaintheviscositytestingequipment specified, 336-5.2 Verification Requirements: The Engineer will test the asphalt rubber in accordance with FM 5-548, 336-1, have been made, verified by passing test results, and the Engineer grants approval
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3360000.origind.pdf?sfvrsn=168230ce_0SS3360000
. 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/2870000ss.pdf?sfvrsn=d118ac83_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/programmanagement/implemented/workbooks/julworkbook2004/files/2870000ss4699b1fba3e145149bcf86a256126715.pdf?sfvrsn=3e22a850_07090000.origind
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/7090000.origind.pdf?sfvrsn=f1992096_07090000.Specrev2
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/7090000.specrev2.pdf?sfvrsn=9b9f168a_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/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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/3360000.origind.pdf?sfvrsn=79f2198b_03360000.FHWA
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/3360000.fhwa.pdf?sfvrsn=2e80fd37_0SS7010000
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss7010000.pdf?sfvrsn=d542b833_0DEV709TRCPM (5-20-19)
in accordance with the Department’s Sampling, Testing and Reporting Guide schedule. 709-3 Equipment. Use, with the manufacturer’s instructions or as directed by the Engineer. Conduct field tests in accordance with FM 5-541. Take test readings representative of the pavement marking performance. Remove
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev709trcpm-(5-20-19).pdf?sfvrsn=37a17d76_1D7 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss7010000.pdf?sfvrsn=74420423_07110200-724origind
field tests in accordance with FM 5-541 Part A.Part A.Take test readings representative, of all material in accordance with the Department’s Sampling, Testing and Reporting Guide schedule
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/7110200-724origind.pdf?sfvrsn=797ee718_1