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9940203.impl
Requirements: 994-2.3.1 General: Sheeting, process inks and overlay materials must be tested, requirements that are color dependent, each color included in the APL application must be tested, systems consisting of inks and/or overlays will be tested as a system consisting of white base sheeting and each color of ink and/or overlay. Panels for testing sheeting must be prepared in accordance with 994-3 for testing. The in-service life for the sign sheeting system will equal the life
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Procedures for Construction American Society for Testing and Materials (ASTM) Standard Test Methods, strength of the cylinders shall be tested at 28 days. The DMRO will submit the 28-day test results, to be within 1,000 psi. The strength test data represents either a group of at least 30 consecutive tests, before performing such tests. Perform slump loss testing of the drilled shaft mix using qualified, . For initial design changes, provide uniformity test data, based on ASTM C94 testing. The metal
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, 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
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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
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. 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
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. 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_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
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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
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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
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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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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
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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
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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
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Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, testing for mix design approval. The Department may require a single 3.0 cubic yards minimum test batch, , provide uniformity test data, based on ASTM C94 testing. The metal rating plates must be attached, Tests, Washington, D.C. American Concrete Institute (ACI), Farmington Hills, Michigan. Reports, Department of Transportation Sampling and Testing Methods (FSTM). 9.2.5 GENERAL INFORMATION Plants
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to testing. Determine the deviation of the test results for each sample from the mix design target, to the requirements specified in AASHTO M316 for CQS-1hP. For the residue by distillation test (AASHTO T 59), maintain the test temperature at 350°F (177°C) for 20 minutes. The cement mixing test, to the Engineer for testing before use. Do not proceed with construction until the Engineer has completed testing and has approved the material for use. At any time during application, the Engineer may
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