9185 search results for test
1600000.resp
. 160-4.2.4.1 - How can we have a verification test, when there is not QC? Also, we are testing, this testing but if we try to save the tax payers money by using the onsite materials, we have to test, last sentence as: The Engineer may waive these testing requirements if the additive stabilizing, to be tested? Or if it is non-plastic but doesn’t fail the organic content requirements of Section 914 because of the RAP materials, then it wouldn’t need to be tested? The way it’s written
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/1600000.resp.pdf?sfvrsn=498779b7_03300000.origind
Verification Sampling and Testing. A detailed list of equipment and supplies required for each test, being tested. The Engineer or these specifications may require additional testing at other locations, : TestingStraightedge testing with the rolling straightedge will not be required in the following areas, lanes, and other areas not suitable for testing with the Laser Profiler will be tested and accepted, charts updated daily for all Quality Control Sampling and Testing and post in the asphalt lab where
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(open time) will be deemed acceptable if a slant cylinder test specimen, prepared and tested, c r e t e material for the slant-cylinder test shall have a compressive strength of at least 4,500 psi at 28 days when tested to ASTM C39. The slant- cylinder test procedure must be in accordance, . Forslow-setepoxy,anadditional test specimen shall be made and tested to failure at 24 hours, for the formulation tested. 3.Assemble the specimens together and cure at the maximum temperature
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of not less than 20 minutes. Perform OIT tests on samples taken from the finished product. Test the remolded, modify the system test length to 15 feet. For systems being tested for use in precast segmental, to perform the test must be submitted to the Engineer for approval. Tests must be conducted in the Engineer, being tested. The in-place friction test is not required on projects with straight tendons used, may require additional in place friction tests. Theapparatusandmethods used to perform the test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/4620000.impl.pdf?sfvrsn=7d2a78cf_09240000origind
for calcium nitrite concrete tested in accordance with ASTM G109: Maximum Allowable Test Results, is accordance with Section 6 and include product data sheets, certified independent test data showing, , will be permitted without further testing. – ASTM G109 and the requirements of this Section, been given contingent approval, as evidenced by previous tests and apparent effectiveness under, , no further testing will be required for any product on the APL unless there is indication in actual
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/9240000origind.pdf?sfvrsn=db5480dd_29240000ind
limits for calcium nitrite concrete tested in accordance with ASTM G109: Maximum Allowable Test Results, is accordance with Section 6 and include product data sheets, certified independent test data showing, on this list, will be permitted without further testing. – ASTM G109 and the requirements of this Section, that the product has been given contingent approval, as evidenced by previous tests and apparent effectiveness, , no further testing will be required for any product on the APL unless there is indication
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ASPHALT GRADE CRS-2H Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol Viscosity, Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol Viscosity 77ºF 20/100seconds, Tests on Residue From Distillation Test: Penetration (0.1 mm) 77ºF,100g, 5seconds minimum 60, prior to it’s use. EMULSIFIED ASPHALT GRADE CRS-1h Test Conditions M i n i mum/Maximum Tests, % by volume 9160101 All Jobs Particle charge positive Tests on Residue From Distillation Test
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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 experience on at least three, during load test setup and conducting of the load tests. Provide qualified personnel, to read the dial, . 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off the tested piles/shafts, driving specified test piling in end bents or when the Plans show uncased piles through proprietary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/fhwa/4550000db.fhwa.pdf?sfvrsn=f2127baf_01600403.origind
: ConfusionexistaboutrequiringtheEngineertosample and test for FM 5-515 Limerock Bearing Ratio (LBR) instead of using the sample collected by the contractor in Section 160-4.3.1.3 for Verification LBR testing. This edit will specifically, a sample at a different location other than the sample collected in 160-4.3.1.3, and test, test locations, including Stations and Offsets, using a Random Number generator, based on the LOTs under consideration. If the Engineer has approved consideration of the Unsoaked LBR, sample and test
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the water test results from the testing lab are submitted to the concrete production facility within, to “Ensure the water test results from the testing lab are submitted to the concrete production, of tests”. Even this did not allow much leeway as the mortar test alone requires 7 days. There is a typo, be "14", not "fourteen". Is the intent to post water test results within 14 days of the sampling, . 923-2.2 Initial Sampling and Testing Frequency: Approval: Open bodies of water and well water shall
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of materials that have been tested and accepted at the source of supply, or may require the testing, not exist for a particular test, perform the testing in accordance with the method specified, may inspect and test any materials, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system to provide, certified manufacturer’s test results to the Engineer for qualification and use on Department
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in such references. 6-3.2 Test Methods: Methods of sampling and testing materials are in accordance, the testing in accordance with the method specified in the Specification. When test methods or other, inspect and test any material, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system to provide related, : Submit certified manufacturer’s test results to the Engineer for qualification and use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss0060000.pdf?sfvrsn=312c78c5_0SS0060000
in such references. 6-3.2 Test Methods: Methods of sampling and testing materials are in accordance, the testing in accordance with the method specified in the Specification. When test methods or other, . Testing without Department’s qualification may result in a rejection of the test results. Continued, may inspect and test any material, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system to provide related
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss006000032b8ea40f0b44fe5b995174f2f2b5cab.pdf?sfvrsn=dec3ffe5_0SS0060000
in such references. 6-3.2 Test Methods: Methods of sampling and testing materials are in accordance, the testing in accordance with the method specified in the Specification. When test methods or other, . Testing without Department’s qualification may result in a rejection of the test results. Continued, may inspect and test any material, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system to provide related
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as defined in such references. 6-3.2 Test Methods: Methods of sampling and testing materials, the testing in accordance with the method specified in the Specification. When test methods, . Testing without Department’s qualification may result in a rejection of the test results. Continued, inspect and test any material, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use the Department’s current sample identification and tracking system to provide related
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/0060000.impl.pdf?sfvrsn=d7a32222_0SS1200000
, reduce the QC density testing to one test every two LOTs by identifying the substantiating tests, a test section of the length of one full LOT. Perform five QC tests at random locations within the test section. All five QC tests and a Department Verification test must meet the density required, or when the QC tests cannot be verified, construct a new test section. The Contractor may elect to place, meet the following conditions: QC tests must meet the specifications. Verification test must meet
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strength of 40 psi when tested according to ASTM D638. A rectangular test specimen 6 inches by 1 inch, (2.5 to 15 µm) for the vehicle component. The Department will test hot-applied standard, . The Department will test preformed thermoplastic and hot-applied high friction thermoplastic pavement, Product Evaluation Program (NTPEP) field test data meeting FDOT Specification requirements. A notation of the number of coats and the thickness of each coat at which the product passes testing may
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“hold” cylinders are tested within seven days of the 28-day strength tests.” Question: Who, were tested at a w/c ratio of 0.35. It is well known within the concrete testing community, regarding reduced frequency for acceptance testing? ************************************************************************ Ghulam Mujtaba: General Comment: 1- The nondestructive tests are used to estimate the strength of concrete. It should be verified by Destructive testing. 2- In the other
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determined by the concrete producer for each mix design to be tested. Record and certify test results, for verification (VT) testing. When the Engineer’s VT test results do not compare with the QC plastic, for Verification (VT) testing. When the Engineer’s VT test results do not compare with the QC plastic, and testing in accordance with this Section. The acceptance sample and plastic properties tests may, size meeting the requirements of ASTM C31, and secure area for testing and initial curing of test
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be tested. Perform Magnetic Particle Testing at the following frequencies: A minimum of 25% of all, by the following: Unless otherwise shown in the Plans, perform ultrasonic testing (UT) or radiographic testing (RT) on full penetration groove welds at the following frequency (use the AWS D1.1 Tubular, be tested. 460-6.4.3 Overhead Sign Structures and Toll Gantries : Comply with the requirements, in the Plans, perform 100 percent ultrasonic testing (UT) or radiographic testing (RT) on all full
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