8976 search results for test
9850400FHWA
as determined from tests performed by Utah State University, Texas Transportation Institute, or an independent testing laboratory approved by the Department. Submit a certified test report showing, of sustaining a maximum design velocity of 6.5 ft/sec as determined from tests performed by Utah State University, Texas Transportation Institute, or an independent testing laboratory approved by the Department. Submit a certified test report showing that the erosion control blankets meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/9850400fhwa.pdf?sfvrsn=b64a0adf_1Section93V2-725
Procedures for Construction American Society for Testing and Materials (ASTM) Standard Test Methods, . Verify the accuracy of the moisture test method at least weekly. Verify if moisture testing scale has, of the cylinders shall be tested at 28 days. The DMRO will submit the 28-day test results to the SMO, totaling 30 or more tests. The strength test data from the trial batch is required to meet, design changes, provide uniformity test data, based on ASTM C94 testing. The metal rating plates must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/material-manual/section93v2-725.pdf?sfvrsn=420ddf86_1Section93V2cln
for Construction American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, of the cylinders shall be tested at 28 days. The DMRO will submit the 28-day test results to the SMO, Components Sampling and Testing Material and Required Tests Minimum Sampling Frequency for Each Source, (AASHTO), Part II Tests, Washington, D.C. Florida Department of Transportation Standard, ). Florida Department of Transportation Sampling and Testing Methods (FSTM). 9.3.5 GENERAL INFORMATION
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/materials-manual/section93v2cln.pdf?sfvrsn=8a6a6ab8_2Section93V2-725redln
Procedures for Construction American Society for Testing and Materials (ASTM) Standard Test Methods, . Verify the accuracy of the moisture test method at least weekly. Verify if moisture testing scale has, of the cylinders shall be tested at 28 days. The DMRO will submit the 28-day test results to the SMO, totaling 30 or more tests. The strength test data from the trial batch is required to meet, design changes, provide uniformity test data, based on ASTM C94 testing. The metal rating plates must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/materials-manual/redline/section93v2-725redln.pdf?sfvrsn=b1b1e021_1Section93V2-724cln
for Construction American Society for Testing and Materials (ASTM) Standard Test Methods, the accuracy of the moisture test method at least weekly. Verify if moisture testing scale has been, . The strength test data shall represent either a group of at least 30 consecutive tests or a statistical average for two groups totaling 30 or more tests. The strength test data from the trial batch, changes, provide uniformity test data, based on ASTM C94 testing. The metal rating plates must
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/section93v2-724cln.pdf?sfvrsn=e39c8fb7_1Section93V2-725cln
Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, . The compressive strength of the cylinders shall be tested at 28 days. The DMRO will submit the 28-day test, Sampling and Testing Material and Required Tests Minimum Sampling Frequency for Each Source, Tests, Washington, D.C. Florida Department of Transportation Standard Specifications for Road, and Testing Methods (FSTM). 9.3.5 GENERAL INFORMATION Plants that supply paving concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/materials-manual/section93v2-725cln.pdf?sfvrsn=e61bb836_1SP3460902SL
Frequency for Quality Control Tests: As a minimum, sample and test concrete of each design mix for water, mix design, describe the method of sampling, testing and LOT numbering in the QC Plan. The Engineer, generator, and may perform additional Independent Verification tests. All QC activities, , whichever is less Each Seal placement 346-9.2.1 Reduced Frequency for Acceptance Tests: When ten consecutive strength test results from the same mix design for a Class IV or higher class of concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2013/files/sp3460902sl.pdf?sfvrsn=fd698c45_0SP3460902SL
Control Tests: As a minimum, sample and test concrete of each design mix for water to cementitious, Seal placement 346-9.2.1 Reduced Frequency for Acceptance Tests: When ten consecutive strength test, the method of sampling, testing and LOT numbering in the QC Plan. The Engineer will randomly, , and may perform additional Independent Verification tests. All QC activities, calculations, represent a maximum production quantity of 100 yd 3 . When five consecutive strength test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2014/files/sp3460902sl.pdf?sfvrsn=b9dc0d6b_0SP3460902SL
: 346-9.2 Sampling Frequency for Quality Control Tests: As a minimum, sample and test concrete of each, is used for the same mix design, describe the method of sampling, testing and LOT numbering in the QC, based on a random number generator, and may perform additional Independent Verification tests. All QC, , whichever is less III (Seal) Each Seal placement 346-9.2.1 Reduced Frequency for Acceptance Tests: When ten consecutive strength test results from the same mix design for a Class IV or higher
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/sp3460902sl.pdf?sfvrsn=33e12cf4_0SP3460902SL
: 346-9.2 Sampling Frequency for Quality Control Tests: As a minimum, sample and test concrete of each, is used for the same mix design, describe the method of sampling, testing and LOT numbering in the QC, based on a random number generator, and may perform additional Independent Verification tests. All QC, , whichever is less III (Seal) Each Seal placement 346-9.2.1 Reduced Frequency for Acceptance Tests: When ten consecutive strength test results from the same mix design for a Class IV or higher
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/sp3460902sl.pdf?sfvrsn=45b9f7c7_0SP3460902SL
Control Tests: As a minimum, sample and test concrete of each design mix for water to cementitious, Seal placement 346-9.2.1 Reduced Frequency for Acceptance Tests: When ten consecutive strength test, the method of sampling, testing and LOT numbering in the QC Plan. The Engineer will randomly, , and may perform additional Independent Verification tests. All QC activities, calculations, represent a maximum production quantity of 100 cubic yards. When five consecutive strength test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/janworkbook2015/files/sp3460902sl.pdf?sfvrsn=1dca02db_4SP3460902SL
: 346-9.2 Sampling Frequency for Quality Control Tests: As a minimum, sample and test concrete of each, is used for the same mix design, describe the method of sampling, testing and LOT numbering in the QC, based on a random number generator, and may perform additional Independent Verification tests. All QC, , whichever is less III (Seal) Each Seal placement 346-9.2.1 Reduced Frequency for Acceptance Tests: When ten consecutive strength test results from the same mix design for a Class IV or higher
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/sp3460902sl.pdf?sfvrsn=cbc59429_0SP3460902SL
: 346-9.2 Sampling Frequency for Quality Control Tests: As a minimum, sample and test concrete of each, is used for the same mix design, describe the method of sampling, testing and LOT numbering in the QC, based on a random number generator, and may perform additional Independent Verification tests. All QC, , whichever is less III (Seal) Each Seal placement 346-9.2.1 Reduced Frequency for Acceptance Tests: When ten consecutive strength test results from the same mix design for a Class IV or higher
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/sp3460902sl.pdf?sfvrsn=fde3924d_0SP3460902SL
: 346-9.2 Sampling Frequency for Quality Control Tests: As a minimum, sample and test concrete of each, Tests: When ten consecutive strength test results from the same mix design for a Class IV or higher, is used for the same mix design, describe the method of sampling, testing and LOT numbering in the QC, based on a random number generator, and may perform additional Independent Verification tests. All QC, five consecutive strength test results from the same mix design for a Class III or lower class
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp3460902sl.pdf?sfvrsn=d3727a5d_0SP3460902SL
Frequency for Quality Control Tests: As a minimum, sample and test concrete of each design mix for water, mix design, describe the method of sampling, testing and LOT numbering in the QC Plan. The Engineer, generator, and may perform additional Independent Verification tests. All QC activities, , whichever is less Each Seal placement 346-9.2.1 Reduced Frequency for Acceptance Tests: When ten consecutive strength test results from the same mix design for a Class IV or higher class of concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/sp3460902sl.pdf?sfvrsn=c62a9d04_04550517DB.impl
, the applicable test methods and reporting requirements described in 455-15.8.1 apply to tests of fluid, testing. The Department may also perform comparison tests. Provide equipment for such comparison tests when requested by the Engineer., tests for pH, viscosity or minimum density when slurry has not been introduced into the shaft
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/4550517db.impl.pdf?sfvrsn=9719fd19_04551508.impl
structures, the applicable test methods and reporting requirements described in 455-15.8.1 apply to tests, will not require tests for pH or viscosity, nor require the fluid to meet the minimum density specified, in 455-15.8.2. ProvideaCTQP qualified drilled shaft inspector to perform testing. The Department may also perform comparison tests. Provide equipment for such comparison tests when requested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/4551508.impl.pdf?sfvrsn=2a60b43e_03460202.FHWA2
specimens at least seven calendar days prior to the scheduled 28 day test to the Engineer for testing, cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take, factor determined by the concrete producer for each mix design to be tested. Record and certify test, are tested within seven14 calendar days of the acceptance strength tests. The resolution, to the scheduled 28 day test to the Engineer for testing by the State Materials Office. TABLE 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/3460202.fhwa2.pdf?sfvrsn=db728ad3_03460202.FHWA
prior to the scheduled 28 day test to the Engineer for testing by the State Materials Office. TABLE 1, day test to the Engineer Laboratory Manager-Corrosion,for testing by the State Materials Office, for resistivity testing before mix design approval. Take the resistivity test specimens from, for each mix design to be tested. Record and certify test results for correction factors for each type, of the acceptance strength tests. The resolution investigation will determine the strength test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/3460202.fhwa.pdf?sfvrsn=1b1ec47e_0Section 6.1 VII-122
for Testing and Materials (ASTM) Standard Test Methods and Specifications. American Association, & Installation Guide .” 6.1.11.2 QC Testing and Inspection The QC Plan must include the QC test, of the Production Facility. Index tests derived from existing test methods may be developed, of 10 working days prior to the scheduled test. Testing may be performed off-site, provided, . Include all successful test reports in the QC Plan. Hydrostatic testing for each Range
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/materials-manual/section-6-1-vii-122.pdf?sfvrsn=31482521_2