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9930200.FHWA
degrees when tested according to National Testing Product Evaluation Program (NTPEP). The NTPEP, vehicle impacts when tested according to National testing Product Evaluation Program (NTPEP, be capable of returning to a vertical position ±5 degrees when tested according to National Testing, after receiving fifty vehicle impacts when tested according to National testing Product Evaluation, white. The yellowness index shall not exceed 12 when tested in accordance with ASTM D 1925 or ASTM E
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/9930200.fhwa.pdf?sfvrsn=89de1e09_09930200.fhwa
degrees when tested according to National Testing Product Evaluation Program (NTPEP). The NTPEP, vehicle impacts when tested according to National testing Product Evaluation Program (NTPEP, be capable of returning to a vertical position ±5 degrees when tested according to National Testing, after receiving fifty vehicle impacts when tested according to National testing Product Evaluation, white. The yellowness index shall not exceed 12 when tested in accordance with ASTM D 1925 or ASTM E
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/9930200.fhwaabee8fd712e54b02a542a9de08021636.pdf?sfvrsn=abfc0e58_02021_High Friction Surface Treatment (HFST) Synthesis for Florida Pavements
contract 11, 58% 4, 21% 4, 21% 17 Binder and Aggregate Testing Binder A summary of binder test, temperature test in Kentucky and New York. A couple states are considering alternative binder tests. Florida may add thermal compatibility testing. Pennsylvania may develop an instate test method for casting and testing epoxy binders for ultimate tensile strength. 18 Table 2-2. Binder Test Methods, the states have a polish stone value of 38. Soundness testing and a few other tests are used by a few
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2021_high-friction-surface-treatment-(hfst)-synthesis-for-florida-pavements.pdf?sfvrsn=1cae71e6_1SP4550000DB
) to each test pile/shaft site during the installation of the instrumentation, during the load testing, Piles/Shafts: After completing testing, cut off the tested piles/shafts, which, piling/shafts, except when driving specified test piling in end bents or when the Plans show, casings before the drilled shaft elapsed time has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/design-build/sp4550000db.pdf?sfvrsn=97fab42a_34600604-724origind
of the joint shall be tested. Perform Magnetic Particle Testing at the following frequencies: A minimum, in the Plans, perform ultrasonic testing (UT) or radiographic testing (RT) on full penetration grooveall, or shear. If discontinuities are found in the joint, the remainder of the joint shall be tested. Perform Magnetic Particle Testing at the following frequencies: A minimum of 25% of all fillet, ). If discontinuities are found, the remainder of the welds on the members shall be tested. SUBARTICLE
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/4600604-724origind.pdf?sfvrsn=b52a92e0_23460202.FHWA
calendar days prior to the scheduled 28 day test to the Engineer for testing by the State Materials, T358. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing, acceptance tests, which met all plastic and hardened concrete test requirements. 2, substituted: 346-8 Plastic Concrete Sampling and Testing. QC tests include air content, temperature, slump, trucks if the QC truck has failing test. Perform plastic properties tests on all trucks prior
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to the average test result from all three lots minus three standard deviations. n – Tests shall, Requirements: Producers shall submit to the State Materials Office (SMO), a test report of the physical, and sizes of FRP reinforcing produced. Qualification testing shall be conducted by an independent laboratory approved by the Department for performing the FRP test methods. Three production LOTS shall, of variation (COV) for each test result shall be less than 6%. Outliers shall be subject to further
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described in this Section to perform all testing and to provide certified test reports, ) specifications or as modified in this Section. 960-3.1.1 Material Testing Lab: Test plastic components, (A2LA). 960-3.1.2 Component and System Testing Lab: Test individual components and the PT system, Reference Laboratory (AMRL). 960-3.2 Testing Requirements: 960-3.2.1 System Pressure Test: (a) For each, , modify system test length to fifteen feet (15 feet). (c) For systems being tested for use in precast
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/9600000-origind.pdf?sfvrsn=7f1c9d11_4SP4550000DB
casings before the drilled shaft elapsed time has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test, test pile/shaft site during the installation of the instrumentation, during the load testing, Piles/Shafts: After completing testing, cut off the tested piles/shafts, which, piling/shafts, except when driving specified test piling in end bents or when the Plans show
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/design-build/sp4550000db.pdf?sfvrsn=3d9ff306_3Section8.6V2-721redln
American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications Topic, -accepted consecutive QC or verification tests, which have met all plastic and hardened concrete test, trial batch verification. 9. Perform flowing concrete tests at the point of placement or testing, designs, laboratory and field trial batches of the concrete mixes, and inspection and testing, Department of Transportation (FDOT) Florida Sampling and Testing Methods (FSTM) American Association
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/materials-manual/redline/section8-6v2-721redln.pdf?sfvrsn=2e37613a_1BED30-977-11 Final Report
for additional testing. To expand the database of performance test results, a series of full-scale load tests, Final Report FDOT Contract No. BED30 977-11 Performance Testing of GRS Test Piers Constructed, No. 4. Title and Subtitle Performance Testing of GRS Test Piers Constructed with Florida, derived from performance tests, utilizing a database of test results provided by FHWA. However, . . . . . . . . . . . . . . 45 Figure 3-5. Results of triaxial tests from 4-inch triaxial testing
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Engineer to supervise field testing and report the test results. 13. Methods and equipment proposed, . 16. Proposed schedule for test shaft installation, load tests and production shaft installation, , circulate, desand, test methods, and proposed CTQP certified technician that will perform and document the fluid tests. 6. Details of proposed methods to clean the shaft excavation. 7. Details, submittals, including shop drawing and concrete design mixes. 11. Details of any required load tests
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specification. Response: 7. Subsection 8.4.11-Item No (9): This item indicates that the testing can be performed at the point of placement or test station that has been established for that purpose. It is not clear that how far is the allowable distance between the test station the point of placement. Depending on the distance between testing station and point of placement, the plastic properties, between the two locations. The proposed change has to be expanded to read: “Perform SCC tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/1050404-mm84v2.comm.pdf?sfvrsn=382d3b50_01050404-MM84V2.resp
indicates that the testing can be performed at the point of placement or test station that has been established for that purpose. It is not clear that how far is the allowable distance between the test station the point of placement. Depending on the distance between testing station and point, to read: “Perform SCC tests at the point of placement or testing station that has been established, and testing station has been established. Response: Agreed. Action: Paragraph was reworded. 8
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at which testing is to be done prior to mixing the test specimen. 453-2.5.2.2 S a g F l o w, will be deemed acceptable if a slant cylinder test specimen, prepared and tested according, set epoxy, an additional test specimen shall be made and tested to failure at 24 hours after, on certified results, quality assurance testing, satisfactory results for periodic on-site gel-time tests, subranges which overlap by at least 5ºF [3ºC]. 453-2.5 Tests
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(WWVDS) Detection System: Submit a test plan for the field acceptance test (FAT) to the Engineer a minimum of 30 calendar days before commencement of testing for review and approval; tests cannot commence or be scheduled until test plans are approved by the Engineerfor approval. For each testing phase, test plans must include descriptions of test procedures; test form with areas for test result, number of test vehicle runs. 660-4.4.2 False Positive Testing: Conduct this test on a ramp open
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determined by the concrete producer for each mix design to be tested. Record and certify test results, of the acceptance strength tests. The Engineer will determine the most accurate strength test result, of the Engineer. Report the test results to the Engineer within two calendar days of testing, adequate, in the area represented by core tests at the actual test age, if the average compressive, of concrete) Non-Reinforced Concrete No Test Needed Reinforced Concrete Slightly Aggressive
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psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested, concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance, to all tests to permit the Engineer or histheir representative to observe each test, System Testing: Conduct approved DMS system tests on the field equipment with the master equipment, days prior to all tests to permit the Engineer or their representative to observe each test
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section. Construct a test section of the length of one LOT. Perform five QC tests at random locations within the test section. All five tests must meet the density required by 120-10.2, test or when the QC tests cannot be verified, construct a new test section. The Contractor may, control section. Perform all QC tests required in 120-10.1.4. When the initial Quality Control test, content by sampling and testing the material in accordance with the specified test method listed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/1200010fhwa.pdf?sfvrsn=83731328_04510000.origind
a Performance Test: Test each prestressed soil anchor. Perform performance tests as follows, Perform proof tests on all prestressed soil anchors, not subjected to a performance test or a creep test. Record the results of each test on forms approved by the Engineer, such as the testing forms, prior to testing. For the maximum test load, do not exceed 80% of the minimum specified ultimate, Load Test Acceptance Criteria: The Engineer will accept a performance or proof-tested prestressed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/4510000-origind.pdf?sfvrsn=de2ee3e7_4