9274 search results for test
9260203.impl
250psiatsevendaysbyFM5-518 TypeF-2productswillbeacceptedonthejob.Submit to the Engineer testing from the manufacturer of the product for each LOT of material to be incorporated in the project. The test, actual values from the required tests. Obtain approval from the Engineer before incorporating, above. Submit from the manufacturer test data showing that cutback and emulsified asphalts, asphalt, a curing period of four days. TypeHproductswillbeacceptedonthejob.Submit to the Engineer testing from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9260203.impl.pdf?sfvrsn=6c9aeaf5_0SS9210000
control or verification test results. Discontinuance of approval may be based on testing at the point, , or less, calculated as Na 2 O (% Na 2 O plus 0.658% K 2 O), may be used with no further testing. When tests performed in accordance with ASTM C-33 X1.3 on coarse and fine aggregate indicate, of the cement, and the silo number( where the ntifying s) d. The mill test report must identify, mill test report is found in the appendix of AASHTO M-85. 921-3 Packing Handling and Storing. ed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss9210000.pdf?sfvrsn=40128a3d_0SS9210000
2 O plus 0.658% K 2 O), may be used with no further testing. When tests performed in accordance, , and the silo number(s) where the cement is stored. The mill test report must identify that there is limestone in the cement, if limestone is included. An acceptable mill test report is found in the appendix, to the quality control plan, the supplier must submit test reports from an approved laboratory which, initial quality control plan approval and receipt of the cement mill test report, the suppliers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss9210000.pdf?sfvrsn=7d250756_09210000.d01.impl
2 O plus 0.658% K 2 O), may be used with no further testing. When tests performed in accordance, , and the silo number(s) where the cement is stored. The mill test report must identify that there is limestone in the cement, if limestone is included. An acceptable mill test report is found in the appendix, to the quality control plan, the supplier must submit test reports from an approved laboratory which, initial quality control plan approval and receipt of the cement mill test report, the suppliers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/9210000.d01.impl.pdf?sfvrsn=3e1e0ad_0SS9210000
2 O plus 0.658% K 2 O), may be used with no further testing. When tests performed in accordance, , and the silo number(s) where the cement is stored. The mill test report must identify that there is limestone in the cement, if limestone is included. An acceptable mill test report is found in the appendix, to the quality control plan, the supplier must submit test reports from an approved laboratory which, initial quality control plan approval and receipt of the cement mill test report, the suppliers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9210000.pdf?sfvrsn=ac67b216_0SP1250903SL
EXCAVATION FOR STRUCTURES AND PIPE – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-15) SUBARTICLE 125-9.3.1 is deleted and the following substituted: 125-9.3.1 Frequency: Conduct QC Standard Proctor maximum density sampling and testing at a minimum frequency of one test per soil type. The verification test will be at a minimum of one test per soil type: Test Name Quality Control Verification Standard Proctor Maximum Density One per soil type One per soil type Density One per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/janworkbook2015/files/sp1250903sl.pdf?sfvrsn=ee4448a8_4SP1250903SL
EXCAVATION FOR STRUCTURES AND PIPE – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-14) SUBARTICLE 125-9.3.1 is deleted and the following substituted: 125-9.3.1 Frequency: Conduct QC Standard Proctor maximum density sampling and testing at a minimum frequency of one test per soil type. The verification test will be at a minimum of one test per soil type: Test Name Quality Control Verification Standard Proctor Maximum Density One per soil type One per soil type Density One per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2014/files/sp1250903sl.pdf?sfvrsn=f04eba55_0SP1250903SL
EXCAVATION FOR STRUCTURES AND PIPE – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-10) SUBARTICLE 125-9.3.1 (Page 188) is deleted and the following substituted: 125-9.3.1 Frequency: Conduct QC Standard Proctor maximum density sampling and testing at a minimum frequency of one test per soil type. The Verification test will be at a minimum of one test per soil type: Test Name Quality Control Verification Standard Proctor Maximum Density One per soil type One per soil type Density
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/sp1250903sl.pdf?sfvrsn=a4816547_0SP1250903SL
EXCAVATION FOR STRUCTURES AND PIPE – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-14) SUBARTICLE 125-9.3.1 (Page 185) is deleted and the following substituted: 125-9.3.1 Frequency: Conduct QC Standard Proctor maximum density sampling and testing at a minimum frequency of one test per soil type. The verification test will be at a minimum of one test per soil type: Test Name Quality Control Verification Standard Proctor Maximum Density One per soil type One per soil type Density
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/janworkbook2014/files/sp1250903sl.pdf?sfvrsn=9f1f5fb5_0SP1250903SL
EXCAVATION FOR STRUCTURES AND PIPE – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-10) SUBARTICLE 125-9.3.1 (Page 188) is deleted and the following substituted: 125-9.3.1 Frequency: Conduct QC Standard Proctor maximum density samplin and testing at a minim g um frequency of one test per soil type. The Verification test will be at a inimum of one test per soil type: m Test Name Quality Control Verification Standard Proctor Maxinsity Onepersoiltype mum De One per soil type
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/sp1250903sl.pdf?sfvrsn=827ed331_0SP1250903SL
EXCAVATION FOR STRUCTURES AND PIPE – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-13) SUBARTICLE 125-9.3.1 (Page 183) is deleted and the following substituted: 125-9.3.1 Frequency: Conduct QC Standard Proctor maximum density sampling and testing at a minimum frequency of one test per soil type. The verification test will be at a minimum of one test per soil type: Test Name Quality Control Verification Standard Proctor Maximum Density One per soil type One per soil type Density
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2013/files/sp1250903sl.pdf?sfvrsn=d419e343_0SP1250903SL
EXCAVATION FOR STRUCTURES AND PIPE – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (7-10) SUBARTICLE 125-9.3.1 (Page 188) is deleted and the following substituted: 125-9.3.1 Frequency: Conduct QC Standard Proctor maximum density sampling and testing at a minimum frequency of one test per soil type. The Verification test will be at a minimum of one test per soil type: Test Name Quality Control Verification Standard Proctor Maximum Density One per soil type One per soil type Density
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/sp1250903sl.pdf?sfvrsn=3b6172f7_0SP1250903SL
EXCAVATION FOR STRUCTURES AND PIPE – ACCEPTANCE PROGRAM. (REV 9-16-09) (FA 11-9-09) (1-13) SUBARTICLE 125-9.3.1 (Page 183) is deleted and the following substituted: 125-9.3.1 Frequency: Conduct QC Standard Proctor maximum density sampling and testing at a minimum frequency of one test per soil type. The verification test will be at a minimum of one test per soil type: Test Name Quality Control Verification Standard Proctor Maximum Density One per soil type One per soil type Density
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp1250903sl.pdf?sfvrsn=a27b326a_0concretesamples-field
result in inaccurate test data. c. Longer exposure of the materials to air prior to testing. This can, not use material from damaged or ruptured bags for testing. Contact for replacement bags, the bags. 3. Open the bags only when you are ready to perform the testing. 4. Empty Coarse, is consistent in appearance. Potable water is provided by the Technicians 7. Test the sample in accordance with the current ASTM Test Methods designated below. a) ASTM C1064, Standard Test Method
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American Society for Testing and Materials AWG American Wire Gauge AWPA American Wood Preservers, , test method, or other code or recommendation of the particular authority or organization shown. Use standards, specifications, test methods, or other codes as specified in the current edition, by the Contractor. Laboratory. The official testing laboratory used by the Department. R e d l i n e, to be used in the construction of the work, together with samples that may be subjected to the tests
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, sample and test the top 6 inches [150 mm] at a testing laboratory qualified under 6-9. Test, , the Engineer will require an additional sample. Test results will be averaged for each shoulder, individual tests to a minimum of 1% organic content and pH values within an extended range of 4.2, specification compliance. For failing samples, take and test additional samples, as directed, to the Department. Perform additional testing of retreated areas, at locations directed by the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1620000.do.pdf?sfvrsn=62ffbd1c_0D1620000.do
, sample and test the top 6 inches [150 mm] at a testing laboratory qualified under 6-9. Test, , the Engineer will require an additional sample. Test results will be averaged for each shoulder, individual tests to a minimum of 1% organic content and pH values within an extended range of 4.2, specification compliance. For failing samples, take and test additional samples, as directed, to the Department. Perform additional testing of retreated areas, at locations directed by the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1620000.do521aae8f83e14e56a56eb24a1817983d.pdf?sfvrsn=63cc6dac_03460202.impl
, ensure that the concrete meets or exceeds a resistivity of 29 KOhm-cm at 28 days, when tested in accordance with AASHTO T358. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take the resistivity test specimens from the concrete, strength tests to verify the design mix trial. Record the ambient air temperature during the test, concrete discharge of all trucks if the QC truck has failing test. Perform plastic properties tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/3460202.impl.pdf?sfvrsn=88baba34_09210000-723impl
laboratory that performed all tests. Acceptable test reports are available in the appendices of AASHTO M, . 921-3.2 Sampling and Testing: An approved laboratory shall perform one QC test per day. Test, IT, and Type IL shall be tested in accordance with ASTM C1702 and reported at three days. 921-2, by the SMO. 3. Test Report: A certification from the Producer showing that the cement meets the requirements of Section 921. The test report must include, at a minimum, the following information
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/9210000-723impl.pdf?sfvrsn=9328c84b_29210000-723origind
. The approved laboratory that performed all tests. An acceptable mill test reports areis available, Sampling and Testing: An approved laboratory shall perform one QC test per day. TMill test, : The cement heat of hydration for Type II (MH), Type IT, and Type IL shall be tested in accordance with ASTM, Production Facility Listing will be maintained by the SMO. 3.Mill Test Report: A certification from, . The mill test report must include, at a minimum, the following information: a. The type of cement. b.The
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/9210000-723origind.pdf?sfvrsn=af0888e5_1