9185 search results for test
9160000Comm
section 1.1? 4 days for SC Test reporting is tight for suppliers testing at a central location; additional time needed (7 days). 4 hours for QC Test reporting; need more time for suppliers testing, of the lot number will need to be tested for both specification compliance and QC testing, and tested in the “Process Control Testing” as required in section (4) of 916-1.3.3. It should be noted, to review it of testing results, and perhaps they may not be as familiar with it. I suggest
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Applications and for hot weather test temperature only. Impact tests shall be performed only, Applications and for hot weather test temperature only. Impact tests shall be performed only, not exceed 12, tested in accordance with ASTM E313. The daytime 45 degrees, 0 degrees luminance factor, Cap Y, shall be a minimum of 70, tested in accordance with ASTM E1349. 991-1.3.2 Yellow: The daytime 45 degrees, 0 degrees luminance factor, Cap Y, shall be a minimum of 60, tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/9910100-723origind.pdf?sfvrsn=9335a67d_14070403FHWA
to the project site. Reduce the frequency of absorption tests to one test every five LOTs when the results, . Perform absorption tests on specimens from each LOT of dry-cast production in accordance with the test methods in ASTM C497. The absorption of each specimen must not exceed 9.0% of the dry mass for Test Method A procedure or 8.5% for Test Method B procedure. All specimens must be free of visible cracks and must represent the full thickness of the product. Test specimens after 28 days
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/review/fhwa/4070403fhwa.pdf?sfvrsn=35309fb1_24100303FHWA
absorption tests on specimens from each LOT of dry-cast production in accordance with the test methods in ASTM C497. The absorption of each specimen must not exceed 9.0 percent of the dry mass for Test Method A procedure or 8.5 percent for Test Method B procedure. All specimens must be free of visible cracks and must represent the full thickness of the product. Test specimens after 28 days of standard, must not be shipped to the project site. Reduce the frequency of absorption tests to one test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/review/fhwa/4100303fhwa.pdf?sfvrsn=eed51240_26760207-122resp
Plan. For anionic emulsions, the cement mixing test will be waived. For tack products, the minimum testing requirements shall include percent residue, naphtha content (as needed), one-day storage stability, sieve test, Saybolt Furol viscosity, original DSR, and solubility (on an annual basis). Residue testing shall be performed on residue obtained from distillation, (AASHTO T 59-16) or low, . The sample shall be tested by the Department for the following specified material properties: percent
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to perform testing. The Department may also perform comparison tests. Provide equipment, misinterpretation that density tests are not required when natural slurry or water is used as a fluid, language to indicate that the Engineer will not require pH testing or viscosity testing, or require, the State Construction Office to clarify the language related to certain testing when slurry has not used, shafts to support miscellaneous structures, the applicable test methods and reporting requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/4551508.origind.pdf?sfvrsn=65ee5981_04551508DB.origind
, the applicable test methods and reporting requirements described in 455-15.8.1 apply to tests, misinterpretation that density tests are not required when natural slurry or water is used as a fluid, language to indicate that the Engineer will not require pH testing or viscosity testing, or require, the State Construction Office to clarify the language related to certain testing when slurry has, will not require tests for pH, or viscosity, nor require the fluid to meet the minimum density specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/4551508db.origind.pdf?sfvrsn=d056c525_0FSTMs By Number
: The Florida Sampling and Testing Methods are provided as Adobe Acrobat PDF files and require the free, of a method, please contact the State Materials Office Quality Systems Unit. Current Test Description, FM 1-T 059 Testing Emulsified Asphalt PDF-276KB FM 1-T 084 Specific, 1-T248) Reducing Samples of Aggregate to Testing Size PDF-66KB FM 1-T 267, PDF-45KB FM 3-D 3080 Direct Shear Test of Soils Under Consolidated Drained
https://www.fdot.gov/materials/administration/resources/library/publications/fstm/bynumber.shtmSection93V2-723cln
test method at least weekly. Verify that the moisture testing scale has been calibrated annually, for approval. The strength test data shall represent either a group of at least 30 consecutive tests or a statistical average for two groups totaling 30 or more tests. The strength test data from, Material Components Sampling and Testing Material and Required Tests Minimum Sampling Frequency, B – Quality Assurance Procedures for Construction American Society for Testing and Materials (ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/section93v2-723cln.pdf?sfvrsn=8441a245_2Section93V2-723cln
for approval. The strength test data shall represent either a group of at least 30 consecutive tests or a statistical average for two groups totaling 30 or more tests. The strength test data from the trial, Components Sampling and Testing Material and Required Tests Minimum Sampling Frequency for Each, – Quality Assurance Procedures for Construction American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania. American Association of State
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/section93v2-723clnc9636a5540324771a7a8df85a5c55dd1.pdf?sfvrsn=56512df5_27800000IMP
. Protect all power, video, and data lines. 780-5 Testing. Perform the required tests for the ITS equipment installed. Notify the Engineer of ITS installation testing at least 14 days in advance, of testing. Ensure that the test plan demonstrates each and every functional requirement specified for the device or system under test. Furnishallequipment, software, and supplies necessary for conducting the tests. Include in the test documentation the last calibration date of all test equipment
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160 STABILIZATION-DEPARTMENT VERIFICATION TESTS. (REV12-29-09)(FA2-17-10)(7-10, the sample was collected in 160-4.3.1.3, and test the Stabilized Subgrade for determination of the LBR in accordance with FM 5-515. The Engineer will select test locations, including Stations, and 160-3.4 by testing and classifying the Stabilized Subgrade in accordance with AASHTO T88, will sample and test the initial LOT for one soaked and one unsoaked LBR if consideration of the Unsoaked
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and the following substituted: 611-4.2 Intelligent Transportation System Device Installation: Test all stand, of 10 calendar days prior to all tests to permit the Engineer or their representative to observe each test. If any unit fails to pass its stand-alone test, correct the unit, or substitute another unit in its place, then repeat the test. If a unit has been modified as a result of a stand-alone test, and submit it to the Engineer prior to re-testing the unit. If a failure pattern develops, the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/6110402-724impl.pdf?sfvrsn=5e8d6feb_16110402-723impl
and the following substituted: 611-4.2 Intelligent Transportation System Device Installation: Test all stand, notice of 10 calendar days prior to all tests to permit the Engineer or their representative to observe each test. If any unit fails to pass its stand-alone test, correct the unit, or substitute another unit in its place, then repeat the test. If a unit has been modified as a result of a stand-alone test failure, prepare a report describing the nature of the failure and the corrective action
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/6110402-723impl.pdf?sfvrsn=13b48f_1Chapter11s7Redline
Technician’s test results and the Department’s VT’s test results do not compare for a specified test, the QC test results are not verified. Therefore, Resolution Tests (RT) for all sublots in the LOT, of resolution tests and costs. See Attachment 11-7-2, for an example of Resolution Testing Costs, is ‘Coarse Aggregate Gradation Resolution Test for Lot 6’. The cost of the Resolution Testing, test results. If the RT results compare to the QC test results, accept and pay on QC Test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/cpam/newhistory/chapter11s7redline.pdf?sfvrsn=3c8d8f49_59750204.impl
flat test panels prepared in accordance with AASHTO R31. Outdoor exposure testing, . Laboratory Testing - Non-Sacrificial Property Test M e t h o d Requirement Graffiti Resistance, . Laboratory Testing - Non-Sacrificial Property Test M e t h o d Requirement Outdoor Exposure Testing, . Laboratory Testing - Sacrificial Property Test M e t h o d Requirement Cyclic Weather Testing, No melting or disbondment Outdoor Exposure Testing - Sacrificial Property Test M e t h o d
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/9750204.impl.pdf?sfvrsn=8f4b8c67_0SS9750204
: For laboratory testing, use flat test panels prepared in accordance with AASHTO R31. Outdoor exposure testing will be performed by the Department. Submit four, 4 inch by 8 inch fiber cement test panels, in accordance with ASTM G . Laboratory Testing - Non-Sacrificial Property Test Method Requirement Graffiti, or adhesion loss. Laboratory Testing - Non-Sacrificial Property Test Method Requirement Outdoor Exposure Testing – Non-Sacrificial Property Test Method Requirement Graffiti Resistance (water cleanable
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2013/files/ss9750204.pdf?sfvrsn=5d5e8cd9_0SS9240207
for calcium nitrite concrete tested in accordance with ASTM G109: Maximum Allowable Test Results, and other metallic components. The calcium nitrite supplier shall submit to the Engineer test certificates from an independent laboratory indicating compliance with this Specification. The test certificate shall include corrosion inhibiting properties per ASTM G109 and results of physical tests included, , new test certificates shall be submitted. The Engineer will determine specification compliance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/workbook/ss9240207.pdf?sfvrsn=44aa8a2b_03460902.comments_responses
project need to be an FDOT project, or can the test results come from any project with testing, …”? Strength tests as stated in the first paragraph. No changes needed. b. Are the test results to be from, needed. b. Are the test results to be from concrete cast in the last 60 days, or just tested? Either, and testing certification requirements would make the quality of that data questionable. Question, for testing samples. Thank you, Monica Gourdine Program Operations Engineer Federal Highway
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by “the last tests…”? Strength tests as stated in the first paragraph. No changes needed. b. Are the test, tested? Either, but it would typically be cast. We only test concrete that the contractor has made, quality assurance and testing certification requirements would make the quality of that data, about criteria for testing samples. Thank you, Monica Gourdine Program Operations Engineer Federal, the verification testing frequency? Typical project communication. Special requirements are not needed. No changes
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