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SS5480000
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/ss5480000076b29da982d43d6824f9871f643398d.pdf?sfvrsn=933c84e3_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.dof9e41e46e3a44737ae6447bb48597b9a.pdf?sfvrsn=c3e0d3e5_05480000.impl
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/history/jul07/files/5480000.impl.pdf?sfvrsn=c2a7f0e1_0SS5480000
of all testing required by Section 346. Use Department approved mix designs. 548-2.2 Reinforcing, 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, 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 of the three samples exceeds 3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss5480000.pdf?sfvrsn=677a8a94_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/programmanagement/implemented/workbooks/julworkbook2009/files/ss5480000.pdf?sfvrsn=918e1a9c_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/programmanagement/implemented/workbooks/julworkbook2004/files/5480000ss.pdf?sfvrsn=f1409f06_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/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_04500301-723FHWA
verification tests. The sampling for verification testing will be performed by the Department at each plant, release strength by testing the compressive strength test cylinders. Make a minimum of two compressive, and the Department’s verification tests. The sampling for verification testing will be performed, by testing the compressive strength test cylinders. Make a minimum of two compressive strength release, strength cylinder tests or other approved means, no later than 24 hours after casting and every 24
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/4500301-723fhwa.pdf?sfvrsn=a0ed073d_1D9020000
. 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_0