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v1-section1.2 - clean
of a maximum number of ten IV samples to the SMO for testing. The DMRE shall evaluate the IV test, and testing. Aggregates are certified to points of use such as roadway projects, and asphalt and concrete plants. Independent Verification (IV) sampling and testing at the point of use is necessary, tests performed by producers that are not required at the points Topic No. 675-000-000 Materials, etc. 1.2.4.1 IV Sampling and Testing DMRO personnel should take IV samples at the point of use when
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/materialsmanual/documents/v1-section1-2---clean.pdf?sfvrsn=19f2c6f6_1SS1250000
section of the length of one LOT. Perform five QC tests at random locations within the test, fails the requirements of 125-9.2 or when the QC tests cannot be verified, construct a new test, test data was upheld, reduce the Quality Control density testing to one test every two Lots, and testing at a minimum frequency of one test per soil type. The Verification test will be at a minimum, will perform Resolution testing. The material will be sampled and tested in accordance with AASHTO T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss1250000cdd3c099bf084f898064d13a9ebed035.pdf?sfvrsn=60e071b9_01250000.impl
a test section of the length of one LOT. Perform five QC tests at random locations within the test, test fails the requirements of 125-9.2 or when the QC tests cannot be verified, construct a new, Control test data was upheld, reduce the Quality Control density testing to one test every two Lots, and testing at a minimum frequency of one test per soil type. The Verification test, will perform Resolution testing. The material will be sampled and tested in accordance with AASHTO
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/1250000.impl.pdf?sfvrsn=e66688b_0SS1250000
section of the length of one LOT. Perform five QC tests at random locations within the test, fails the requirements of 125-9.2 or when the QC tests cannot be verified, construct a new test, test data was upheld, reduce the Quality Control density testing to one test every two Lots, and testing at a minimum frequency of one test per soil type. The Verification test will be at a minimum, will perform Resolution testing. The material will be sampled and tested in accordance with AASHTO T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss1250000.pdf?sfvrsn=5c09865b_0SS1250000
a test section of the length of one LOT. Perform five QC tests at random locations within the test, test fails the requirements of 125-9.2 or when the QC tests cannot be verified, construct a new, Control test data was upheld, reduce the Quality Control density testing to one test every two Lots, and testing at a minimum frequency of one test per soil type. The Verification test, will perform Resolution testing. The material will be sampled and tested in accordance with AASHTO
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss1250000.pdf?sfvrsn=716ea564_0SS1250000
section of the length of one LOT. Perform five QC tests at random locations within the test, fails the requirements of 125-9.2 or when the QC tests cannot be verified, construct a new test, test data was upheld, reduce the Quality Control density testing to one test every two Lots, and testing at a minimum frequency of one test per soil type. The Verification test will be at a minimum, will perform Resolution testing. The material will be sampled and tested in accordance with AASHTO T
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss1250000.pdf?sfvrsn=f876b7aa_0section81-vi-61312
if the technician’s inspection work, sampling, test methods, and testing equipment are in compliance, of the testing technicians. The Independent Assurance Inspector checks the test methods and concrete, and activities pertain to the inspections, measurements, and necessary tests to substantiate, testing, inspection, and documentation to ensure that they meet the requirements of the Department’s, and Materials Testing of Qualified Plants 8.1.5.3.1 General The District Materials Office provides
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/materials-manual/section81-vi-61312.pdf?sfvrsn=f319e32f_11050302_MM8.1.resp
field and lab testing at the production facility, specifically define how Section 346 is applied, . The purpose of the testing is to ensure the plant's QC plan requirements are being met. Acceptance of the final product at the project site is not defined by the results of these samples. This testing, control and verification sampling and testing of concrete at the Plants are based on design mix, which, mix and its reduced frequency for acceptance tests shall meet the requirements of Sub-article
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/1050302_mm8-1-resp.pdf?sfvrsn=ab6d9341_4Section63V2-724
concrete using the following test method: a. Perform the unit weight (density) tests of each sample taken, Testing and Inspection of Structures General Perform the QC inspection and tests, attainment, the strength test is the average compressive strength of two test cylinders, tested, Standard Specifications for Road and Bridge Construction American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/redline/section63v2-724.pdf?sfvrsn=e0322e93_1Section63V2-722
for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Approved, test methods and Specifications . Makes readily available, the current certification on testing, test method: a. Perform the unit weight (density) tests of each sample taken in accordance, attainment, the strength test is the average compressive strength of two test cylinders, tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/materials-manual/redline/section63v2-722.pdf?sfvrsn=80b1ec59_1Section63V2-redln122
for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests, of the QC Plan. QC Testing and Inspection of Structures General Perform the QC inspection and tests, of two test cylinders, tested at the same age. Absorption Test ASTM C478 Section 8.2.2, pertain to the inspections, measurements, and necessary tests to substantiate Topic No.: 675-000-000
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/materials-manual/redline/section63v2-redln122.pdf?sfvrsn=38f697c9_1Redline eBook compressed
Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing, , or combination of numbers and letters, designates a specification, test method, or other code, , test methods, or other codes as specified in the current edition at the time of the bid opening, Laboratory. The official testing laboratory used by the Department. Major Item of Work. Any item of work, that may be subjected to the tests provided for in these Specifications to determine the materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/ebook/redline-ebook-compressed19ce905ebc564bb2b0e128043bd5cef4.pdf?sfvrsn=f992884f_1Redline eBook compressed
Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing, , or combination of numbers and letters, designates a specification, test method, or other code, , test methods, or other codes as specified in the current edition at the time of the bid opening, Laboratory. The official testing laboratory used by the Department. Major Item of Work. Any item of work, that may be subjected to the tests provided for in these Specifications to determine the materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/ebook/redline-ebook-compressed.pdf?sfvrsn=167b63fb_1fdot-bed65-rpt
a test matrix, plan, and setup for laboratory fatigue testing that accounts for these parameters, , and iv) establishing a test matrix, plan, vi and setup for laboratory fatigue testing of the HRBS, details, and preventative measures. The test plan includes a rigorous testing regime to assess, of the test plan. Scaling is an essential aspect of the testing program due to limitations, to fatigue testing A “design allowable test plan” was recommended in this study, which is deemed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed65-rpt.pdf?sfvrsn=1c4110e8_19930000.impl
plus or minus 5 degrees when tested according to National Testing Product Evaluation Program (NTPEP, when tested according to National testing Product Evaluation Program (NTPEP). The NTPEP requirement, to be furnished. 993-1.2.1DurabilityTestsforRetroreflectors:SealTest:Thefollowing test will be used, the samples for water intake. Failure of more than two of the 20 samples tested shall be cause, tested. Observation Angle Entrance Angle Specific Intensity candelas/foot-candle Crystal Y e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/9930000.impl.pdf?sfvrsn=ae94220a_0GL-All-FY1516
with a minimum frequency of one test per soil type [Spec. 125-9] 26. If Density tests fail, retest within, on this project? 120-10.1.1 9. Is the CEI ensuring that all sampling and testing requirements are met and enforcing the requirement that all samples and test are taken randomly? Does the field test, proctor is used when density tests results are evaluated for material acceptance? Are the appropriate, the requirement that all required density test results are documented on current forms provided
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1516/gl-all-fy1516.pdf?sfvrsn=f380dd7b_04000705.resp
in the testing equipment and other types of conveying chutes and troughs of less than 20 feet, , station, or length) of the structure where the concrete is placed and represented by strength tests, are in the test cylinder molds. If it is necessary to change the word "LOT", I recommend that it should, truck loads of concrete represented by strength test cylinders can be identified, placement location represented by QC sample strength tests can be identified in case deficient
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/4000705.resp.pdf?sfvrsn=34cb5ff5_01200010respon
is, could we add something saying that both Maximum Density and Soil Classification tests should, tests should be run on the same sample, consistent. 120-10.2 Soil Classification The section references Test method T-88, which allows, which would require use of the T-88 test method(s) for compliance? Response: A reference will be added for M-145. 120-10-4.2 Density Testing The last paragraph addresses the use of Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/1200010respon.pdf?sfvrsn=d743e525_04570000.comm
. Test mMaterials for other cement based fillers allowed under Section 457-2.5 shall be tested equivalent to the testing for properties required for the FDOT approved design mixes. Test the materials, by 8 inch cylinders for compressive strength testing at the required test date. The Engineer may, Patel (954) 777-4193/(772) 489-7138 Comments: 457-2.2 requires “certified test report, for consistency. See my proposal (in blue & bold) below. Test and accept mMaterials for portland cement grout
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/4570000.comm.pdf?sfvrsn=7c9c4297_04100301.origind
, and test the test cylinders in accordance with ASTM C-31 and ASTM C-39 test methods. The use of 4 x 8 inch test cylinders is allowed for the testing of precast concrete box culverts, provided, is now permitted in the test method so it does not have to be specified in the Specifications. Proposed solution: The proposed revision to 410 corrects the reference to Section 105 and the test method, vibrations. Expose shipping strength test cylinders to the same curing conditions as the precast
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/4100301.origind.pdf?sfvrsn=26ad57d0_0