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1600007SS
Verification sampling and tests at a minimum frequency listed in the table below. Test Name, by the State Materials Office will perform Resolution testing. The material will be sampled and tested, in addition to the QC Density testing for top 12 inches [300 mm]. The additional Density test must meet, Materials Office will perform Resolution testing. The material will be sampled and tested in accordance, the remaining Verification split samples for testing. Verification Test results will be used
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further testing. Theinclusionofany specific product on the QPL, as specified in 6-1, indicates that the product has been given contingent approval, as evidenced by previous tests and apparent, not included on the QPL shall provide certified test results from an independent laboratory inspected by the Cement and Concrete Reference Laboratory (CCRL) on a regular basis for applicable tests, with all deficiencies corrected, and acceptable to the Engineer. Testresultsshallindicatecompliance
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for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate it, Control testing and location where the test will be done shall be identified in the suppliers Quality, projects, samples shall be obtained by the supplier and tested for Quality Control testing, requires testing by FM 1-T 283 and the test results indicate it is not required, or the mixture, . TheDepartment may sample and test pre-tested cut-back asphalt from the suppliers storage tank
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss9160000.pdf?sfvrsn=8d3fb2eb_0SS9160000
for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate it, Sample Testing Program shall be a minimum of 3 for each test. A rating of less than 3 shall require, , samples shall be obtained by the supplier and tested for Quality Control testing in accordance, Control Testing Dynamic Shear Rheometer, AASHTO T315 G * /sin δ, Test Temperature @ 10 rad/sec, °C, Grade AE-90 Test Conditions Minimum/Maximum Tests on Emulsion: Saybolt Furol Visc 122ºF
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss9160000.pdf?sfvrsn=804cb29b_0SS9160000
for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate it, Sample Testing Program shall be a minimum of 3 for each test. A rating of less than 3 shall require, , samples shall be obtained by the supplier and tested for Quality Control testing in accordance, Control Testing Dynamic Shear Rheometer, AASHTO T315 G * /sin δ, Test Temperature @ 10 rad/sec, °C, -EMULSION Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol Visc 77ºF minimum 45
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss9160000.pdf?sfvrsn=1fe33960_03520000SS
, beginning and ending at lines perpendicular to the pavement centerline. 352-5 Acceptance Testing for Surface Tolerance. Testthepavement surface for smoothness with either a 10 foot [3 m] long straightedge, corrective work and retesting to ensure conformity approved by the Engineer. (a)Testingwitha10foot[3m, )Testingwitha10foot[3m] rolling straightedge: Use this straightedge for longitudinal profiling of short, . Surfacesmoothness tests with a California Type Profilograph on bridges are specified in 400-15. Ensure
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, beginning and ending at lines perpendicular to the pavement centerline. 352-5 Acceptance Testing for Surface Tolerance. Testthepavement surface for smoothness with either a 10 foot [3 m] long straightedge, corrective work and retesting to ensure conformity approved by the Engineer. (a)Testingwitha10foot[3m, )Testingwitha10foot[3m] rolling straightedge: Use this straightedge for longitudinal profiling of short, . Surfacesmoothness tests with a California Type Profilograph on bridges are specified in 400-15. Ensure
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, beginning and ending at lines perpendicular to the pavement centerline. 352-5 Acceptance Testing for Surface Tolerance. Testthepavement surface for smoothness with either a 10 foot [3 m] long, corrective work and retesting to ensure conformity approved by the Engineer. (a)Testingwitha10foot[3m, )Testingwitha10foot[3m] rolling straightedge: Use this straightedge for longitudinal profiling of short, . Surfacesmoothness tests with a California Type Profilograph on bridges are specified in 400-15. Ensure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/3520000ss.pdf?sfvrsn=e9d89003_03520000SS
, beginning and ending at lines perpendicular to the pavement centerline. 352-5 Acceptance Testing for Surface Tolerance. Testthepavement surface for smoothness with either a 10 foot [3 m] long, corrective work and retesting to ensure conformity approved by the Engineer. (a)Testingwitha10foot[3m, )Testingwitha10foot[3m] rolling straightedge: Use this straightedge for longitudinal profiling of short, . Surfacesmoothness tests with a California Type Profilograph on bridges are specified in 400-15. Ensure
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for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate it, Control testing and location where the test will be done shall be identified in the suppliers Quality, projects, samples shall be obtained by the supplier and tested for Quality Control testing, mix asphalt product requires testing by FM 1-T 283 and the test results indicate it is not required, the date of issue. TheDepartment may sample and test pre-tested cut-back asphalt from the suppliers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/9160000.impl.pdf?sfvrsn=c0d17c4f_09600201.FHWA
)Anchorageshalldevelop at least 95% of PT steel guaranteed ultimate tensile strength (GUTS) when tested, Specifications.” (d)Testanchoragewithtypicallocalzonereinforcement shown in system drawings. (e, ultimate tensile strength (GUTS) when tested in an unbonded state, without exceeding anticipated, )Testanchoragewithtypicallocalzonereinforcement shown in system drawings. (e
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certified test results from an independent laboratory inspected by the Cement and Concrete Reference Laboratory (CCRL) on a regular basis for applicable tests, with all deficiencies corrected, and acceptable to the Engineer. Testresultsshallindicatecompliance with test requirements as modified herein, lists the corrosion inhibiting test result limits for calcium nitrite concrete tested in accordance, without further testing. TheinclusionofanyspecificproductontheQPL,asspecifiedin6-1,indicates
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certified test results from an independent laboratory inspected by the Cement and Concrete Reference Laboratory (CCRL) on a regular basis for applicable tests, with all deficiencies corrected, and acceptable to the Engineer. Testresultsshallindicatecompliance with test requirements as modified herein, lists the corrosion inhibiting test result limits for calcium nitrite concrete tested in accordance, without further testing. TheinclusionofanyspecificproductontheQPL,asspecifiedin6-1,indicates
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for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate it, testing and location where the test will be done shall be identified in the suppliers Quality, projects, samples shall be obtained by the supplier and tested for Quality Control testing, . TheDepartment may sample and test pre-tested cut-back asphalt from the suppliers storage tank, : HIGH FLOAT EMULSIONS Test Conditions Asphalt Emulsion Grade AE-60 Minimum/Maximum Tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9160000.pdf?sfvrsn=269bd466_09160000.impl
for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate it, testing and location where the test will be done shall be identified in the suppliers Quality, projects, samples shall be obtained by the supplier and tested for Quality Control testing, . TheDepartment may sample and test pre-tested cut-back asphalt from the suppliers storage tank, : HIGH FLOAT EMULSIONS Test Conditions Asphalt Emulsion Grade AE-60 Minimum/Maximum Tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/9160000.impl.pdf?sfvrsn=e6e41059_05230000.impl
. 4.Forproductsproposedforuseinvehiculartrafficareas,testdata verifyingthe material meets the requirements of this Section including verification, been tested in accordance with either: a.ASTME-274,SkidResistanceofPavedSurfacesusinga, U s i n g t h e D y n a mic Friction Tester (DFT), at a speed of 40 mph (DFT40), and has a minimum DFT40 value of 40. 5.Forproductsproposedforuseinnon-vehiculartrafficareas,testdata verifyingthe, in accordance with the manufacturer’s specifications and procedures, has been tested in accordance
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with the recommendations of the admixture supplier. 353-5 Test Requirements. Perform concrete sampling and testing in accordance with Section 346-5. Perform the plastic property tests, . Fabricate six test cylinders for protection strength and Maturity Meter correlation testing, mix-water to account for the amount of water in the accelerating admixture solution. Test, tests prior to the addition of the accelerator. The requirements of 346-9 apply to this Section
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with the recommendations of the admixture supplier. 353-5 Test Requirements. Perform concrete sampling and testing in accordance with Section 346-5. Perform the plastic property tests, . Fabricate six test cylinders for protection strength and Maturity Meter correlation testing, mix-water to account for the amount of water in the accelerating admixture solution. Test, tests prior to the addition of the accelerator. The requirements of 346-9 apply to this Section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/3530000ss.pdf?sfvrsn=cd55bbe6_03530000SS
with the recommendations of the admixture supplier. 353-5 Test Requirements. Perform concrete sampling and testing in accordance with Section 346-5. Perform the plastic property tests, . Fabricate six test cylinders for protection strength and Maturity Meter correlation testing, mix-water to account for the amount of water in the accelerating admixture solution. Test, tests prior to the addition of the accelerator. The requirements of 346-9 apply to this Section
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certified test results for each testing location. Submit the following information on the test results, is deleted and the following substituted: 620-4 Ground Resistance Testing and Inspection. 620-4.1 Testing: Measure the ground resistance with an instrument designed specifically to measure and document earth/ground resistance, soil resistivity, and current flow. Conduct the test by using the fall, ) Standard 81. If fall-of-potential tests cannot be performed, it is acceptable to measure resistance
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