9185 search results for test
SP1250903SL
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/quality/programs/independentassurance/profsampleprogram/profsampleinstructions/concretesamples-field.pdf?sfvrsn=ac9926e7_159210000-723impl
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_13460000.origind
cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take, the Engineer at least 48 hours before performing such tests. Perform slump loss testing of the drilled shaft, strength tests. Record the ambient air temperature during the test. Ensure that the concrete, samples. Perform surface resistivity tests on the core samples or test cylinders at 28 days. Submit the results of the laboratory trial batch tests and field demonstration of verified test data
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/3460000.origind.pdf?sfvrsn=3b36aa77_09160000.impl
. 916-2.3 Reporting: Specification compliance testing results shall be reported for the tests, in accordance with Section 6. Any marked variation from the original test values for a material below, additional requirements: 1. The intermediate test temperature at 10 rad/sec. for the Dynamic Shear Rheometer (DSR) test (AASHTO T315-12 (2016)) shall be 26.5ºC for PG grades PG 67 and higher. 2. An additional high temperature grade of PG 67 is added for which the high test temperature at 10 rad
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/9160000.impl.pdf?sfvrsn=d3b55520_04510405-723impl
and mixed in accordance with the manufacturer's recommendations. Do not perform strength testing as system performance will be measured by proof-testing each anchor. The Department may require cylinder testing if the Contractor uses admixtures or irregularities occur in anchor testing. Cast a set, of 3,400 psi within seven days, when tested in accordance with ASTM C39
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/4510405-723impl.pdf?sfvrsn=4c1977c3_19210000.FHWA
or verification test results. Discontinuance of approval may be based on testing at the point of use, of quality control or verification test results. Discontinuance of approval may be based on testing, plus 0.658% K2O), may be used with no further testing. High Alkali Cement containing a maximum, cement is used in cConcrete, the test results shall verify improved or comparable strength, sulfate, %. The strength and durability tests of concrete shall be performed in accordance with AASHTO T358, ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/9210000-fhwa.pdf?sfvrsn=6f2011db_29750000COMM
testing does not include measuring test panels for color and/or gloss retention, yet this data, resistance testing, ASTM D5894). Field test data regarding color and gloss retention would serve as vital, - With reference to the statement, furnish product testing information according to AASHTO R31, define the reference to the specific section number(s) for product testing and certification. Section 975-5.2, system for testing and certification as long as it meets the performance requirements defined within
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/9750000comm.pdf?sfvrsn=d9e9bcf1_09480100COMM
9480100 Jobs with pipe *********************************************************************************************** Paul Harkins File: 9480100 - Miscellaneous Types of Pipe Username: Paul Harkins UserEmail: paul.harkins@hardiepipe.com UserTel: 813-478-6240 UserFAX: 866-329-3727 Date: Tuesday, April 05, 2005 Time: 07:49:12 AM Comments: 1. Is it clear that testing of joint, as tested in the plant and refer back to the individual material specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/9480100comm.pdf?sfvrsn=85046f46_09710107.impl
, retroreflective elements shall contain no more that 200 ppm by weight of lead or arsenic when tested in accordance with the Environmental Protection Agency (EPA) Testing Methods 3052, 6010B, and 6010C
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/9710107.impl.pdf?sfvrsn=145fd03d_0SS9710107
, retroreflective elements shall contain no more that 200 ppm by weight of lead or arsenic when tested in accordance with the Environmental Protection Agency (EPA) Testing Methods 3052, 6010B, and 6010C
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2013/files/ss9710107.pdf?sfvrsn=631f0a67_09430100COMM
that testing of joint is not required to be done in the field? 2. Each of the materials, is considered to be water and soil tight as tested in the plant and refer back to the individual material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/9430100comm.pdf?sfvrsn=a6f8bbc_0