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SP4570000
cathodic protection jackets are specified. 457-2.6.2 Testing: No test report for tests made more than, to the materials tested. Attach current test reports to the certificate. Submit certified test results, sampling and testing using Quality Control technicians meeting the requirements of Section 105. Test, for the Department approved design mixes. Test the materials at a frequency of one set of tests per, strength testing at the required test date. The Engineer may adjust the frequency of testing based
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/workbook/sp4570000.pdf?sfvrsn=e0250b2_2SP4570000
cathodic protection jackets are specified. 457-2.6.2 Testing: No test report for tests made more than, to the materials tested. Attach current test reports to the certificate. Submit certified test results, sampling and testing using Quality Control technicians meeting the requirements of Section 105. Test, for the Department approved design mixes. Test the materials at a frequency of one set of tests per, strength testing at the required test date. The Engineer may adjust the frequency of testing based
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/workbook/sp4570000.pdf?sfvrsn=ca9c07b9_2SP4570000
cathodic protection jackets are specified. 457-2.6.2 Testing: No test report for tests made more than, to the materials tested. Attach current test reports to the certificate. Submit certified test results, sampling and testing using Quality Control technicians meeting the requirements of Section 105. Test, for the Department approved design mixes. Test the materials at a frequency of one set of tests per, strength testing at the required test date. The Engineer may adjust the frequency of testing based
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/workbook/sp4570000.pdf?sfvrsn=f7ce1cde_0SP4570000
protection jackets are specified. 457-2.6.2 Testing: No test report for tests made more than two years, and testing using Quality Control technicians meeting the requirements of Section 105. Test properties, for the Department approved design mixes. Test the materials at a frequency of one set of tests per load of the mixer. For each set of tests, cast three 4 inch by 8 inch cylinders for compressive strength testing at the required test date. The Engineer may adjust the frequency of testing based on consistency
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/workbook/sp4570000.pdf?sfvrsn=b81b6a42_0SP4570000
protection jackets are specified. 457-2.6.2 Testing: No test report for tests made more than two years, and testing using Quality Control technicians meeting the requirements of Section 105. Test properties, for the Department approved design mixes. Test the materials at a frequency of one set of tests per load of the mixer. For each set of tests, cast three 4 inch by 8 inch cylinders for compressive strength testing at the required test date. The Engineer may adjust the frequency of testing based on consistency
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/workbook/sp4570000.pdf?sfvrsn=32923393_0Section92V2redln
Procedures for Construction American Society for Testing and Materials (ASTM) Standard Test, be tested at 28 days. The DMRO will submit the 28-day test results to the SMO. 9.2.6.45.3 Supplementary, hours before performing such tests. Perform slump loss testing of the drilled shaft mix using qualified, uniformity test data, based on ASTM C94 testing. The metal rating plates must be attached to each, and Transportation Officials (AASHTO), Part II Tests, Washington, D.C. American Concrete Institute (ACI
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/materials-manual/redline/section92v2redln.pdf?sfvrsn=2b86f035_14570000.FHWA
are specified. 457-2.6.2 Testing: No test report for tests made more than one yeartwo years prior, jackets are specified. 457-2.6.2 Testing: No test report for tests made more than two years prior, and conform in all respects to the materials tested. Attach copies of current test reports, design mixes. Test the materials at a frequency of one set of tests per load of the mixer. For each set of tests, cast three 4 inch by 8 inch cylinders for compressive strength testing at the required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/4570000.fhwa.pdf?sfvrsn=d020eabe_06600202int
Way Vehicle (WWVDS) Detection System: Submit a test plan for the field acceptance test (FAT) to the Engineer a minimum of 30 calendar days before commencement of testing for review and approval; tests cannot commence or be scheduled until test plans are approved by the Engineer. For each testing, Testing: Conduct this test on a closed ramp using Contractor-provided test vehicles while lanes, the highlighted signs. N = Total number of test vehicle runs. 660-4.4.2 False Positive Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/6600202int.pdf?sfvrsn=c14eaed7_16600202ind
Way Vehicle (WWVDS) Detection System: Submit a test plan for the field acceptance test (FAT) to the Engineer a minimum of 30 calendar days before commencement of testing for review and approval; tests cannot commence or be scheduled until test plans are approved by the Engineer. For each testing, Testing: Conduct this test on a closed ramp using Contractor-provided test vehicles while lanes, the highlighted signs. N = Total number of test vehicle runs. 660-4.4.2 False Positive Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/6600202ind.pdf?sfvrsn=601a42fb_14551508.FHWA
to perform testing. The Department may also perform comparison tests. Provide equipment, to perform testing. The Department may also perform comparison tests. Provide equipment for such comparison, to certain testing when slurry is not used in shaft excavation. Please review and transmit your, shafts to support miscellaneous structures, the applicable test methods and reporting requirements described in 455-15.8.1 apply to tests of fluid in the shaft prior to placing the concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/4551508.fhwa.pdf?sfvrsn=6b6058b7_01050813-724FHWA
Operator (DTO) to perform the dynamic load testing of instrumented piles and test piles in the field, : Provide qualified and trained personnel to perform foundation testing, inspection, these personnel are required to work. Submit qualification statements for the dynamic testing, load testing and non-destructive testing personnel to be used on the project for acceptance by the Engineer, for obtaining the required results in the completed work. 105-8.13.2 Dynamic Testing Engineer (DTE): Provide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/1050813-724fhwa.pdf?sfvrsn=20e99716_14550100DB.origind
of the test pile or reaction piles, whichever occurs last. Do not begin static load testing, installing end-bent piling/shafts, except when : 1. driving specified test piling in end bents or when, are deleted and the following substituted: 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience on at least three projects, to conduct the load test in compliance with these Specifications, to record all data, and to submit signed and sealed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/4550100db.origind.pdf?sfvrsn=ce2228f8_09210100.FHWA
, calculated as Na 2 O (% Na 2 O plus 0.658% K 2 O), may be used with no further testing. When tests, : The cement heat of hydration for Type II (MH) shall be 80 88 cal/g or less at seven days when tested, of hydration shall be 80 cal/g or less at seven days when tested in accordance with ASTM C-186. ARTICLE, Office. Mill Test Report – indicates a certification from the cement supplier identifying, . The mill test report must identify that there is limestone in the cement, if limestone
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/9210100.fhwa.pdf?sfvrsn=bf99413c_09210000.FHWA
be used with no further testing. When tests performed in accordance with ASTM C33 X1.3 on coarse, of quality control or verification test results. Discontinuance of approval may be based on testing, in concrete, the test results shall verify improved or comparable strength, sulfate resistance, corrosion, alkali cement. The strength and durability tests of concrete shall be performed in accordance, inmass concrete, the cement heat of hydration shall be 80 cal/g or less at 7 days when tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/9210000.fhwa.pdf?sfvrsn=82f30c9e_04130302-722impl
laboratory test data and results showing the product has been tested in accordance, 1. Use a test method capable of measuring the gel time to the nearest 0.5 minute. 2. Do not use, , or other approved method if satisfactory friction values are not achieved. Friction tests must, of an independent enterprise with prior experience on roadway friction testing with the equipment described to perform the friction tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/4130302-722impl.pdf?sfvrsn=b039529e_2SP4570000-i18519
and conform to the materials tested. Attach current test reports to the certificate. When cathodic, characteristics of the anode meet the requirements of the Contract Documents. No test report for tests made, Sampling and Testing of Portland Cement Grout Fillers: Sample and test the portland cement grout, . Conduct test at a frequency of one set of tests per LOT. The maximum LOT size is 50 cy or one day’s production, whichever is less. 457-2.6.4 Sampling and Testing of Special Fillers: Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/workbook/sp4570000-i18519.pdf?sfvrsn=d294848b_2SP4570000-721
and conform to the materials tested. Attach current test reports to the certificate. When cathodic, of the anode meet the requirements of the Contract Documents. No test report for tests made more, Sampling and Testing of Portland Cement Grout Fillers: Sample and test the portland cement grout fillers, . Conduct test at a frequency of one set of tests per LOT. The maximum LOT size is 50 cy or one day’s production, whichever is less. 457-2.6.4 Sampling and Testing of Special Fillers: Test properties
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/workbook/sp4570000-721.pdf?sfvrsn=f9730d43_2SP4570000-i16435
and conform to the materials tested. Attach current test reports to the certificate. When cathodic, of the anode meet the requirements of the Contract Documents. No test report for tests made more, Sampling and Testing of Portland Cement Grout Fillers: Sample and test the portland cement grout fillers, . Conduct test at a frequency of one set of tests per LOT. The maximum LOT size is 50 cy or one day’s production, whichever is less. 457-2.6.4 Sampling and Testing of Special Fillers: Test properties
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/workbook/sp4570000-i16435.pdf?sfvrsn=329858b7_2SP4570000
of this Section and conform to the materials tested. Attach current test reports to the certificate. When, characteristics of the anode meet the requirements of the Contract Documents. No test report for tests, . 457-2.6.2 Sampling and Testing of Portland Cement Grout Fillers: Sample and test the portland cement, of Section 105. Conduct test at a frequency of one set of tests per LOT. The maximum LOT size is 50 cy or one day’s production, whichever is less. 457-2.6.4 Sampling and Testing of Special Fillers: Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/workbook/sp4570000.pdf?sfvrsn=5d7a57d0_2SP4570000-i17893
and conform to the materials tested. Attach current test reports to the certificate. When cathodic, of the anode meet the requirements of the Contract Documents. No test report for tests made more, Sampling and Testing of Portland Cement Grout Fillers: Sample and test the portland cement grout fillers, . Conduct test at a frequency of one set of tests per LOT. The maximum LOT size is 50 cy or one day’s production, whichever is less. 457-2.6.4 Sampling and Testing of Special Fillers: Test properties
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/workbook/sp4570000-i17893.pdf?sfvrsn=9c5faae_2