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5480000SS
testing required by Section 346. Use Department approved mix designs. 548-2.2 Reinforcing Steel, tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior to placement. Provide certification to the Engineer, material, as determined by FM 1-T 267 and by averaging the test results for three randomly selected samples from each stratum or stockpile of a particular material. If an individual test value
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. Assume responsibility for performance of all testing required by Section 346. Use Department, as noted within this Section. Have the backfill material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior, and by averaging the test results for three randomly selected samples from each stratum or stockpile of a particular material. If an individual test value of the three samples exceeds 3%, the stratum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss5480000.pdf?sfvrsn=8e7be4f1_0SS5480000
347. Assume responsibility for performance of all testing required by Section 346. Use Department, as noted within this Section. Have the backfill material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior, and by averaging the test results for three randomly selected samples from each stratum or stockpile of a particular material. If an individual test value of the three samples exceeds 3%, the stratum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss5480000.pdf?sfvrsn=60a81908_0D5480000.do
for performance of all testing required by Section 346. Use Department approved mix designs. 548-2.2, the requirements of this Section. Have the backfill material tested by a Department approved independent testing laboratory prior to placement. The retaining wall volume is defined to extend from, material, as determined by FM 1-T 267 and by averaging the test results for three randomly selected samples from each stratum or stockpile of a particular material. If an individual test value
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d5480000.do.pdf?sfvrsn=66254866_05480206.impl
. Produceandsupplyconcreteforthelevelingpadmeeting the requirements of Section 347. Assume responsibility for performance of all testing, and 120 except as noted within this Section. Have the backfill material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing, the test results for three randomly selected samples from each stratum or stockpile of a particular material. If an individual test value of the three samples exceeds 3%, the stratum or stockpile
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/5480206.impl.pdf?sfvrsn=a648bfcf_0SS5480000
. Assume responsibility for performance of all testing required by Section 346. Use Department, as noted within this Section. Have the backfill material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior, and by averaging the test results for three randomly selected samples from each stratum or stockpile of a particular material. If an individual test value of the three samples exceeds 3%, the stratum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss54800008d261917dc7f434e9a23146ab65144a3.pdf?sfvrsn=be767b46_05480000SS
testing required by Section 346. Use Department approved mix designs. 548-2.2 Reinforcing Steel, tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior to placement. Provide certification to the Engineer, material, as determined by FM 1-T 267 and by averaging the test results for three randomly selected samples from each stratum or stockpile of a particular material. If an individual test value
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/5480000ss.pdf?sfvrsn=4fac4654_05480000SS
testing required by Section 346. Use Department approved mix designs. 548-2.2 Reinforcing Steel, tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior to placement. Provide certification to the Engineer, material, as determined by FM 1-T 267 and by averaging the test results for three randomly selected samples from each stratum or stockpile of a particular material. If an individual test value
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/5480000ss.pdf?sfvrsn=84dafc57_0SS5480000
347. Assume responsibility for performance of all testing required by Section 346. Use Department, as noted within this Section. Have the backfill material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior, and by averaging the test results for three randomly selected samples from each stratum or stockpile of a particular material. If an individual test value of the three samples exceeds 3%, the stratum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss5480000.pdf?sfvrsn=623a967f_0SS5480000
for performance of all testing required by Section 346. Use Department approved mix designs. 548-2.2, the backfill material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior to placement. Provide certification, % by weight of organic material, as determined by FM 1-T 267 and by averaging the test results for three, test value of the three samples exceeds 3%, the stratum or stockpile will not be suitable
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss5480000953073cb4dd6447f9d09e016e68ab121.pdf?sfvrsn=5ebbb10c_0SS5480000
for performance of all testing required by Section 346. Use Department approved mix designs. 548-2.2, the backfill material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior to placement. Provide certification, % by weight of organic material, as determined by FM 1-T 267 and by averaging the test results for three, test value of the three samples exceeds 3%, the stratum or stockpile will not be suitable
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss5480000.pdf?sfvrsn=31f9dc99_0SS5480200
for performance of all testing required by Section 346. Use Department approved mix designs. 548-2.2, as noted within this Section. Have the backfill material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior, % by weight of organic material, as determined by FM 1-T 267 and by averaging the test results, . If an individual test value of the three samples exceeds 3%, the stratum or stockpile will not be suitable
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss5480200.pdf?sfvrsn=18f65b2d_0D9020000
. Such tests shall be in accordance with AASHTO T21 and AASHTO T71. When tested for the effect of organic, to the colorimetric test for organic impurities. If the color produced is darker than the standard solution, the aggregate shall be rejected unless it can be shown by appropriate tests, be suitable for designated use, as determined by laboratory tests. If the deposit consists of stratified
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. Such tests shall be in accordance with AASHTO T21 and AASHTO T71. When tested for the effect of organic, to the colorimetric test for organic impurities. If the color produced is darker than the standard solution, the aggregate shall be rejected unless it can be shown by appropriate tests, be suitable for designated use, as determined by laboratory tests. If the deposit consists of stratified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d9020000.pdf?sfvrsn=c519ae00_0D9020000.do
. Such tests shall be in accordance with AASHTO T21 and AASHTO T71. When tested for the effect, to the colorimetric test for organic impurities. If the color produced is darker than the standard solution, the aggregate shall be rejected unless it can be shown by appropriate tests, , as determined by laboratory tests. If the deposit consists of stratified layers of varying
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d9020000.do.pdf?sfvrsn=1e94d521_0D9020000.do
. Such tests shall be in accordance with AASHTO T21 and AASHTO T71. When tested for the effect, to the colorimetric test for organic impurities. If the color produced is darker than the standard solution, the aggregate shall be rejected unless it can be shown by appropriate tests, for designated use, as determined by laboratory tests. If the deposit consists of stratified layers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9020000.do.pdf?sfvrsn=76b07e2_04070000Comm
are the recommended changes: Perform all concrete quality control testing and inspections in accordance with 346- 9.2. The Department will perform the verification inspection and testing,as described in Section 6.3, /materialsmanual/section63.pdf for training and other qualification requirements of QC personnel. Test all QC, . 407-4.2Quality 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
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List. The application shall be made in accordance with Section 6 and shall include certified test reports from an independent testing laboratory which shows the material system meets all, 5-568): When tested in accordance with FM 5-568, the adhesive bonding material system, for general, removal of the 42 day load, the uniform bond Stress from a subsequent Confined Tension Test shall
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time) will be deemed acceptable if a slant cylinder test specimen, prepared and tested in accordance, . For the properties listed below, modify the ASTM test procedures as noted. The components of the epoxy-bonding agent shall be conditioned to the temperature at which testing is to be done prior to mixing the test specimen. 453-4.5.2 Contact Time (Open Time) and Contact Strength: The contact time, ............................ 1,000 psi at 14 days after joining The cement mortar/concrete material for the slant-cylinder test
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time) will be deemed acceptable if a slant cylinder test specimen, prepared and tested in accordance, . For the properties listed below, modify the ASTM test procedures as noted. The components of the epoxy-bonding agent shall be conditioned to the temperature at which testing is to be done prior to mixing the test specimen. 453-4.5.2 Contact Time (Open Time) and Contact Strength: The contact time, ............................ 1,000 psi at 14 days after joining The cement mortar/concrete material for the slant-cylinder test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss4530000.pdf?sfvrsn=361ad2d8_0