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9430100FHWA
joints have been tested at the plant hydrostatically at the specified pressure using test methods, using the parallel plate testing methodology of ASTM D 2412. Load the deflected pipe to within, or associated hardware. Testing must be witnessed by the State Materials Office. When rubber gaskets, joint. Test pipe joints at the plant hydrostatically using test methods in ASTM D 3212 [ASTM D 3212M, at the specified pressure using test methods in ASTM D 3212 with the exceptions of section 7.3 and 7.4
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: Specification compliance testing results shall be reported for the tests in the table below, unless noted otherwise. Quality control (QC) testing results shall be reported for original binder DSR (G/sin δ and phase angle, as applicable). SUPERPAVE PG ASPHALT BINDER Test and Method Conditions, Phase Angle, δ (c) PG 76-22 (PMA) and PG 76-22 (ARB) (d) Maximum 75 degrees Separation Test, 76-22 (ARB) only) Rolling Thin Film Oven Test Residue (AASHTO T240-13 (2017)) Rolling Thin Film Oven
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Installation: Test all stand-alone functions of the ITS devices as detailed in the Contract Documents, . Provide a minimum 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/6110402-724origind.pdf?sfvrsn=6ead28b5_26110203-722impl
Installation: Test all stand- alone functions of the ITS devices as detailed in the Contract Documents, 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 taken
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Intelligent Transportation System Device Installation: Test all stand-alone functions of the ITS devices, to the Engineer for approval. Provide a minimum 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/6110402-723origind.pdf?sfvrsn=d4406333_13460902SL.comm
3460902SL, Sampling Frequency for Quality Control Tests – Streamline Contracts Comments from, of that resolution? Without documentation which supports the idea of changing Verification testing, is the net result of decreasing the VT testing frequency on Quality? Wouldn’t it affect it negatively, are reducing the VT testing frequency for many aspects. We do a lot of these type projects in Lake City, mainly county roads. Why do we want to reduce the VT testing due to the size of the project. In some
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the Training Identification Numbers (TIN) for all technicians performing sampling, testing and inspection for both field and laboratory tests. Provide the names of the CTQP certifications held, testing. (please insert the following statement after h.) Should any qualified laboratory falsify, testing and any other Acceptance Program testing on the same contract. Name: Ken Zinck
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, test methods, and proposed testing laboratory to document test results. 6. D e t a i l s o f p r o p, inspections, all CSL reports and electronic data, gamma-gamma testing reports, slurry test data, supplemental testing data, analyses for the foundation unit and the concrete strength test results, of the test pile or reaction piles, whichever occurs last. Donotbeginstaticload testing of drilled, ) to each test pile/shaft site during the installation of the instrumentation, during the load testing
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of two hours at -5 ± 3ºF in an environmentally controlled test chamber. Testing shall be performed, , the producer shall furnish to the State Materials Engineer a certified test report from an approved independent test laboratory that shows the material meets all specifications herein. In addition, a one year exposure test in Florida will be required. 972-2 Definitions. 972-2.1 Recycled Plastic, be opaque white. The yellowness index shall not exceed 12 when tested in accordance with ASTM D 1925
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inhibiting test result limits for calcium nitrite concrete tested in accordance with ASTM G109: Maximum, r e r s o f a d mixtures shall provide submit certified test results from an independent laboratory, tests, with all deficiencies corrected for APL approval and upon request of the Engineer, to the Engineer with test certificates from an independent laboratory indicating compliance with this Specification. The test certificate shall include corrosion inhibiting properties per ASTM G109
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% as suggested in proposed specification 287-2: “Results from this testing may meet the Department, mixtures are not able to be tested utilizing FM 1-T 283 to determine their moisture resistance, of 0.5% and must pass the testing of FM 1-T 283 with dense graded Superpave mixtures to be put, , that is very moisture sensitive and will always have to be tested with the particular anti strip, from this testing may meet the Department’s requirement of minimum tensile strength ratio of 0.80
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all cylinders in the final curing condition in accordance with ASTM C31 until ready to test. 3) Test all cylinders on the break date specified on the SMO website under the “Cylinder Break On” column, the deadline date. a. Test and report in accordance with ASTM C39. b. Measure and record the test, on the IA Proficiency Sample Data Worksheet. The test report forms are available through the web address, (The deadline date to enter your test results in MAC. It is under the “Test Reported By” column
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on tests performed by a testing laboratory approved by the Engineer, this section by visual observation, LBR testing and other tests as appropriate. The Engineer may, Verification sampling and tests at a minimum frequency listed in the table below. Test Name QualityControl, may request samples of the subgrade soil and the stabilizing material for verification tests, . TheEngineer will approve the actual spread rate of stabilizing material used, based on test data
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) Percent passing No. 60 Sieve: 90 - 100 Percent passing No. 230 Sieve: 65 - 100 Provide certified test results for each batch of fiber material indicating compliance with the above tests. SUBARTICLE, with respect to gradation (P -3/8 , P -4 , and P - 8 ), and asphalt binder content (P b 2. Testing in accordance with AASHTO T 312-11 12 and FM 1-T 209 (and conditioning prior to testing, to surface tolerance in accordance with 334-5.8. No density testing will be required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/3370207.fhwa.pdf?sfvrsn=2ddfb1e5_09850200.impl
: Each geosynthetic material shall be tested by an independent third party in accordance with the following methods as they apply to the specific application type. All testing and reported values, Backfill f *as per AASHTO T88. Table 1.1 Drainage Geotextiles Test Methods and Requirements for Types D-1, D-2 and D-3 Property/Test Method D-1 D-2 D-3 Minimum Permittivity (Sec - 1) per
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by laboratory tests. If the sand deposit consists of stratified layers of varying characteristics, : If needed, meet the requirements of Section 917. 332-2.4 Testing: The Engineer will sample all, . 332-3.2.2 Gradation: When tested before entering the asphalt plant in the combination to be used, to these requirements, include, in the mix design, test data showing that the material as produced, with the applicable provisions of 331-7. 332-4.3 Additional Tests: The Engineer will apply
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by laboratory tests. If the sand deposit consists of stratified layers of varying characteristics, : If needed, meet the requirements of Section 917. 332-2.4 Testing: The Engineer will sample all, . 332-3.2.2 Gradation: When tested before entering the asphalt plant in the combination to be used, to these requirements, include, in the mix design, test data showing that the material as produced will meet, with the applicable provisions of 331-7. 332-4.3 Additional Tests: The Engineer will apply the provisions
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by laboratory tests. If the sand deposit consists of stratified layers of varying characteristics, : If needed, meet the requirements of Section 917. 332-2.4 Testing: The Engineer will sample all, . 332-3.2.2 Gradation: When tested before entering the asphalt plant in the combination to be used, to these requirements, include, in the mix design, test data showing that the material as produced, with the applicable provisions of 331-7. 332-4.3 Additional Tests: The Engineer will apply
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by laboratory tests. If the sand deposit consists of stratified layers of varying characteristics, : If needed, meet the requirements of Section 917. 332-2.4 Testing: The Engineer will sample all, . 332-3.2.2 Gradation: When tested before entering the asphalt plant in the combination to be used, to these requirements, include, in the mix design, test data showing that the material as produced will meet, with the applicable provisions of 331-7. 332-4.3 Additional Tests: The Engineer will apply the provisions
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No Test Needed Reinforced Concrete Slightly Aggressive Environment 0.70 Moderately or Extremely, for every mix design if chloride test results exceed the limits of Table 346-5 until corrective, chloride test results to the previous passing test results. 346-3.4.3 Surface Resistivity Test: Ensure, : 346-9.2 Sampling Frequency: As a minimum, sample and test concrete of each mix design for water, Verification (IV) testing to verify compliance with specification requirements. All QC activities
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