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4600102-723resp
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_29750900.impl
from visual impact 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, through (4 minimum rating) Additional Laboratory Performance and Tests Test Method Limits Fluid, Coating removability Per Manufacturer’s specifications: 6 months exposure at FDOT test site
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/9750900.impl.pdf?sfvrsn=250688f2_0SS9750900
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/programmanagement/programmanagement/implemented/workbooks/revisions/july08/ss9750900.pdf?sfvrsn=e2315aac_0SS9750900
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_04550510.FHWA
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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Performance Requirements: For laboratory testing, use flat test panels prepared in accordance, at the Department’s outdoor test site in accordance with ASTM G 7. Laboratory Testing - Non-Sacrificial Property Test M e t h o d Requirement Cyclic Weather Testing (solvent cleanable and water cleanable, , softening or adhesion loss. Outdoor Exposure Testing – Non-Sacrificial Property Test M e t h o d, spray paint. No delamination or visual defects. Laboratory Testing - Sacrificial Property Test M
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/9750700.impl.pdf?sfvrsn=f3705b09_02000502-724FHWA
locations within the test section. Each set will include five density tests. One set will include, to the entire course thickness. All QC tests and a Department Verification test must meet the density, . If the Verification test fails, and QC test data is not upheld by Resolution testing the QC testing will revert, no Resolution testing is required for 12 consecutive verified LOTs, or if required, the QC test data, of testing. If the Verification test fails, and QC test data is not upheld by Resolution testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/2000502-724fhwa.pdf?sfvrsn=b7c12d53_1GL-07A
tests are CTQP qualified. All documents are adequately filed. [Spec. 105-5 and 330-2] 14. Testing, conditions are suitable for the paving operations. [Spec. 330-3] 8. Perform verification test to ensure, will facilitate multiple tests being run simultaneously by two technicians. [Spec. 320-2] 16. The lighting, . Calibration of the laboratory testing equipment is performed in accordance with manufacturer’s, and testing equipment and supplies for performing quality control, acceptance and verification
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1314/gl-07a.pdf?sfvrsn=16e1bf13_09940700IMP
, the Contractor shall be required to furnish to the Engineer one certified test report from, of this Section. The certified test report shall include test results for retroreflectivity, color, adhesive, and chemical resistivity. The certified test report shall affirm the product meets all the requirements specified. If test results indicate significant inconsistencies in material properties, new qualification tests and/or comparison with original infrared spectroscopic values may be required. Each
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/9940700imp.pdf?sfvrsn=c39659a1_09600100-722FHWA
running the required test methods. 960-3.1.3 System Testing: In lieu of performing PT system tests, all testing, other than field testing, and to submit certified test reports for materials, System Testing: In lieu of performing PT system tests witnessed by and/or performed in a certified, by the Engineer. 960-3.2 Testing Requirements: 960-3.2.1 Component and System Tests: Corrugated duct, Assembly Pressure Test: In addition to the other testing specified in this Section, test all filler
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/9600100-722fhwa.pdf?sfvrsn=ee7a2e9c_29330000.impl
Testing Requirements for Qualification of Producers of Prestressing CFRP Strands Property Test M e t h o, 440.4, following the test methods from ACI 440.3. The CFRP strand shall meet the additional, % of the specified ultimate strength for parallel wire assemblies. 933-5 Required Tests for Prestressing Strand and Bar. 933-5.1 General: Tests shall be performed to determine the physical characteristics of prestressing reinforcement. For tests specified to be made by the producer, certified copies
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250psiatsevendaysbyFM5-518 TypeF-2productswillbeacceptedonthejob.Submit to the Engineer testing from the manufacturer of the product for each LOT of material to be incorporated in the project. The test, actual values from the required tests. Obtain approval from the Engineer before incorporating, above. Submit from the manufacturer test data showing that cutback and emulsified asphalts, asphalt, a curing period of four days. TypeHproductswillbeacceptedonthejob.Submit to the Engineer testing from
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American Society for Testing and Materials AWG American Wire Gauge AWPA American Wood Preservers, , 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, by the Contractor. Laboratory. The official testing laboratory used by the Department. R e d l i n e, to be used in the construction of the work, together with samples that may be subjected to the tests
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2 O plus 0.658% K 2 O), may be used with no further testing. When tests performed in accordance, , and the silo number(s) where the cement is stored. The mill test report must identify that there is limestone in the cement, if limestone is included. An acceptable mill test report is found in the appendix, to the quality control plan, the supplier must submit test reports from an approved laboratory which, initial quality control plan approval and receipt of the cement mill test report, the suppliers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss9210000.pdf?sfvrsn=7d250756_09210000.d01.impl
2 O plus 0.658% K 2 O), may be used with no further testing. When tests performed in accordance, , and the silo number(s) where the cement is stored. The mill test report must identify that there is limestone in the cement, if limestone is included. An acceptable mill test report is found in the appendix, to the quality control plan, the supplier must submit test reports from an approved laboratory which, initial quality control plan approval and receipt of the cement mill test report, the suppliers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/9210000.d01.impl.pdf?sfvrsn=3e1e0ad_0SS9210000
control or verification test results. Discontinuance of approval may be based on testing at the point, , or less, calculated as Na 2 O (% Na 2 O plus 0.658% K 2 O), may be used with no further testing. When tests performed in accordance with ASTM C-33 X1.3 on coarse and fine aggregate indicate, of the cement, and the silo number( where the ntifying s) d. The mill test report must identify, mill test report is found in the appendix of AASHTO M-85. 921-3 Packing Handling and Storing. ed
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2 O plus 0.658% K 2 O), may be used with no further testing. When tests performed in accordance, , and the silo number(s) where the cement is stored. The mill test report must identify that there is limestone in the cement, if limestone is included. An acceptable mill test report is found in the appendix, to the quality control plan, the supplier must submit test reports from an approved laboratory which, initial quality control plan approval and receipt of the cement mill test report, the suppliers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9210000.pdf?sfvrsn=ac67b216_0D1620000.do
, sample and test the top 6 inches [150 mm] at a testing laboratory qualified under 6-9. Test, , the Engineer will require an additional sample. Test results will be averaged for each shoulder, individual tests to a minimum of 1% organic content and pH values within an extended range of 4.2, specification compliance. For failing samples, take and test additional samples, as directed, to the Department. Perform additional testing of retreated areas, at locations directed by the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1620000.do.pdf?sfvrsn=62ffbd1c_0D1620000.do
, sample and test the top 6 inches [150 mm] at a testing laboratory qualified under 6-9. Test, , the Engineer will require an additional sample. Test results will be averaged for each shoulder, individual tests to a minimum of 1% organic content and pH values within an extended range of 4.2, specification compliance. For failing samples, take and test additional samples, as directed, to the Department. Perform additional testing of retreated areas, at locations directed by the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1620000.do521aae8f83e14e56a56eb24a1817983d.pdf?sfvrsn=63cc6dac_03460202.impl
, ensure that the concrete meets or exceeds a resistivity of 29 KOhm-cm at 28 days, when tested in accordance with AASHTO T358. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take the resistivity test specimens from the concrete, strength tests to verify the design mix trial. Record the ambient air temperature during the test, concrete discharge of all trucks if the QC truck has failing test. Perform plastic properties tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/3460202.impl.pdf?sfvrsn=88baba34_0