8976 search results for test
2024_Evaluation of the Effect of Binder Type and Layer Thickness on the Performance of Open-Graded Friction Courses_JCBM
binder and increased thickness using Accelerated Pavement Testing (APT). A total of six test, the relative rutting performance of the test sections. Supplementary field and laboratory tests, track meter (CTM), and dynamic friction tester (DFT). Reductions in the functionality of the test, from the delivery trucks were tested. 4.1. Dynamic shear rheometer (DSR) The DSR test measures, (MSCR) tests were performed at a testing temperature of 67 ◦ C as specified in FDOT ’ s standard
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/researchreports/pavement/2024_evaluation-of-the-effect-of-binder-type-and-layer-thickness-on-the-performance-of-open-graded-friction-courses_jcbm.pdf?sfvrsn=fac2923c_1SS9160000
settlement test. ASPHALT EMULSION GRADE RS-1h Test Conditions Minimum/Maximum Tests on Emulsion, Portion 500ºF. Dist (b) maximum 3% by volume Tests on Residue From Distillation Test: Penetration, . Distillation. (b) maximum 3% by volume Particle charge positive Tests on Residue From Distillation Test, Content 500°F. Distillation maximum 1% by volume Sieve Test maximum 0.30% (a) Tests on Residue From, TACKS NTCRS-1hM Test Conditions Minimum/Maximum Tests on Emulsion: Saybolt Furol Viscosity 77°F
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5-578. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing, tests. Record the ambient air temperature during the test. Ensure that the concrete properties, 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 and inspection, Department acceptance tests, which met all plastic and hardened concrete test requirements. 3460202
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/3460202.origind.pdf?sfvrsn=2e3f856c_04551501DB.FHWA
e d methods to mix, circulate, desand, test methods, and proposed testing laboratory to document, and the following substituted: 455-17.6.1 Cross-Hole Sonic Logging (CSL) Tests: Perform all CSL testing, ,testeverypossibletubecombination. Forshaftswithfiveormore tubes, test all pairs of adjacent tubes around, testing or evaluation of that shaft is required. 455-17.6.1.1 Equipment: Furnish CSL test, methods to mix, circulate, desand, test methods, and proposed testing laboratory to document test results
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Phone: 352-955-6654 awilda.merced@dot.state.fl.us Comments: (11-8-21 Internal) For color testing we, White: The yellowness index shall 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, , shall be a minimum of 60, tested in accordance with ASTM E1347 or ASTM E1164. Proposed language: 991-1.3.1 White: The yellowness index shall not exceed 12, tested in accordance with ASTM E313
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) For color testing we are recommending to update method to ASTM E1349. Method ASTM E1349 uses, language: 991-1.3.1 White: The yellowness index shall 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, luminance factor, Cap Y, shall be a minimum of 60, tested in accordance with ASTM E1347 or ASTM E1164. Proposed language: 991-1.3.1 White: The yellowness index shall not exceed 12, tested in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/9910000-722resp.pdf?sfvrsn=8b809862_24510000.resp
testing (proof, performance, and creep tests). Suggest to replace the phrase “a performance test” to “an anchor load test”. Response: Agree. Text changed to “soil anchor testing.” Change made. 5, tested anchor when the anchor is unloaded. This load is left in the anchor to keep the testing, independently commented that in the interest of safety during testing, 0.95 Fy should be changed to 0.90 Fy, at a force level greater than its design load for testing purpose. Based on the revised specifications
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tests on the core samples or test cylinders. Submit the results of the laboratory trial batch tests, , when tested per AASHTO T 277. Submit two 2, 4 x 8 inchinches cylindrical test specimens to the Engineer for permeability testing before mix design approval. Take the permeability test specimens from, prior to the scheduled 28 day test. The average permeability of the two tests, one test per, tests: 1.Preparethe mix for the slump loss test at a temperature consistent with the highest ambient
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locations within the test section. a. All five QC tests and a Department Verification test must meet, in compaction effort or soil classification, failing QC test or when the QC tests cannot, Verification sampling and tests at a minimum frequency listed in Table 120-23 below. Table 120-32 Test Name, Plans, Index 120-001. Otherwise, the Engineer will test the sample retained for Resolution testing, : 1.Notify the Engineer and obtain approval in writing prior to beginning construction of a test
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Number of Test Specimens: 1. Weld 30 test specimens consecutively, with optimum current and time, for production welding. 12. Weld 30 test specimens consecutively, with time held constant at optimum but with current 10% below optimum. 23. Weld 30 test specimens consecutively, with time held, and the following substituted: 502-6.6 Qualification Tests: 502-6.6.1 Tensile Tests: Subject 10 of the specimens, with 502-6.5 (3) to a tensile test. The Engineer will consider a stud qualified if all test specimens
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/5020605.fhwa.pdf?sfvrsn=de30b775_03340101.impl
tests to determine the acceptability of the material. Density testing for acceptance, for testing, the corresponding Quality Control test result will be considered verified, and payment, been accepted. 334-5.4.4 Individual Test Tolerances for Quality Control Testing: Terminate the LOT, will run verification tests. 334-5.5.1 Plant Testing: At the completion of each LOT, the Engineer, , and conditioned and tested as described in 334-5.1.1. The Verification test results
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for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate it, Sample Testing Program shall be a minimum of 3 for each test. A rating of less than 3 shall require, , samples shall be obtained by the supplier and tested for Quality Control testing in accordance, for Quality Control Testing Dynamic Shear Rheometer, AASHTO T315 G * /sin δ, Test Temperature, the date of issue. TheDepartment may sample and test pre-tested cut-back asphalt from the suppliers
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3 (criteria of 0.75) at 1 inch level Water absorption test (ASTM C 642) 0.50% maximum/48 hours; 1.5% maximum/50 days NCHRP 244 Series II - cube test Water weight gain 85% reduction minimum, testedinaccordancewiththerequirements of this Section and meets the requirements. 3.Qualificationoftheiron, on-site friction test to determine the actual sand application rate prior to the beginning, are not achieved. Friction tests will be conducted by the State Materials Office
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and appropriate action taken. The QC testing and location where the test will be done shall, , samples shall be obtained by the supplier and tested for QC testing in accordance with 916-1.3.2, the date of issue. TheDepartment may sample and test pre-tested cut-back asphalt from the supplier’s, settlement test. SPECIAL MS-EMULSION Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt, date of shipment. ASPHALT EMULSION PRIME (AEP) Test Conditions M i n i mum/Maximum Tests
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. A QC test result outside the specification limits will require immediate sampling and testing for specification compliance and appropriate action taken. The QC testing and location where the test, that testing equipment goes out of service, the supplier may elect to test at a qualified lab identified, and test pre-tested cut-back asphalt from the supplier’s storage tank, the Contractor’s transport, EMULSIONS Test Conditions Asphalt Emulsion Grade AE-60 Minimum/Maximum Tests on Emulsion: Saybolt
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action taken. The QC testing and location where the test will be done shall be identified, to Department projects, samples shall be obtained by the supplier and tested for QC testing, . TheDepartment may sample and test pre-tested cut-back asphalt from the supplier’s storage tank, . SPECIAL MS-EMULSION Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol, . EMULSIFIED ASPHALT GRADE CRS-2H Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt
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,and otherelectricallypoweredoroperateddevicesasshownintheContractDocuments. 630-2 Materials. 630-2.1 Conduit: Use materials that have been tested and listed by a Nationally Recognized Testing Laboratory to the following industry standards: Schedule 40 and 80 Polyvinyl, in accordance with ASTM G154. Ensure that the control sample of any material tested maintains, within the void. Perform continuity tests and insulation resistance tests on all locate wires and provide the Engineer with all test results. Replace, or repair defective locate wire at no additional
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testing is required for 6 consecutive LOTs, or if required, the Quality Control test data was upheld, reduce the Quality Control density testing to one test every two Lots by identifying the substantiating tests in the Density Log Book and notifying the Engineer in writing prior to starting, , reduce the Quality Control density testing to one test every two Lots by identifying the substantiating, . If the Verification test fails, and Quality Control test data is not upheld by Resolution testing
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testing is required for 6 consecutive LOTs, or if required, the Quality Control test data was upheld, reduce the Quality Control density testing to one test every two Lots by identifying the substantiating tests in the Density Log Book and notifying the Engineer in writing prior to starting, , reduce the Quality Control density testing to one test every two Lots by identifying the substantiating, . If the Verification test fails, and Quality Control test data is not upheld by Resolution testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/1250901.fhwa.pdf?sfvrsn=c0c4d339_03340501FHWA
testing parameters of AASHTO T 340-10 (2019) meet the following requirements: 1.Rutting tests, independent verification tests to determine the acceptability of the material. Density testing, mixture will be tested by the Department for compliance with Contract Documents. Should the test, tested in accordance with AASHTO T 304, Method A, meet the uncompacted void content of fine, compacting to Ndesign shall be within the following range: 3.0 ≤ Va ≤ 4.8. 3.Rutting tests are performed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/3340501fhwa.pdf?sfvrsn=b3f28284_1