8978 search results for test
3460000RESPON
: For the compressive strength testing of precast concrete the use of 4 x 8- in [102 x 203-mm] test cylinders, of rapid chloride permeability test, and prior to mix design approval, submit three tests, …” (d, for Quality Control Tests 10 1 st Paragraph states in part “As a minimum, sample and test concrete, does not belong to sampling and testing. Change the sentence to read: "Quality control sampling, testing, and calculation, air content,……… RESPONSE: Agree to insert wording “…. water to cementitious
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, and the silo numbers where the cement is stored. The mill test report must identify that there is limestone in the cement, if limestone is included. An acceptable mill test report is found in the appendix, approval. In addition to the QC Plan, the supplier must submit test reports from an approved laboratory, . Upon initial QC Plan approval and receipt of the cement mill test report, the suppliers, perform one quality control test per day. Submit the monthly mill test report to the State
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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 experience, with transportation to assist as required during load test setup and conducting of the load tests. Provide, . 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off the tested piles, installing end-bent piling/shafts, except when driving specified test piling in end bents or when the Plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/design-build/sp4550000db-723.pdf?sfvrsn=42102fcc_2SP4550000DB-723origind
testing laboratory, or Specialty Engineer with prior load test experience on at least three projects, as required during load test setup and conducting of the load tests. Provide qualified personnel, of Tested Piles/Shafts: After completing testing, cut off the tested piles/shafts, which, by the Engineer after satisfactory field trial during dynamic testing. During dynamic load tests, /shafts, except when driving specified test piling in end bents or when the Plans show uncased piles
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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 experience, with transportation to assist as required during load test setup and conducting of the load tests. Provide, . 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off the tested piles, installing end-bent piling/shafts, except when driving specified test piling in end bents or when the Plans
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/design-build/sp4550000db-724cln.pdf?sfvrsn=c9ddd357_24130302-722FHWA
. Independent laboratory test data and results showing the product has been tested in accordance, Materials Office to clarify requirements and update test methods. Please review and transmit your comments, in accordance with this Section. 2. Independent laboratory test data and results showing the product has been tested in accordance with the requirements of this Section and meets the requirements. 3, A)Wax Content 14-20 cps using Ultra Low Adapter0 1. Use a test method capable of measuring the gel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/4130302-722fhwa.pdf?sfvrsn=7d23868b_25560000.COMM
testing of the 42” and larger round pipe by individual joint tested per ASTM C1103 as the pipe, the pavement conduct an air pressure test for leaks in the presence of the Engineer at a minimum test, to reducing this spec. Is there a specific reason we should reduce our standards? A test of only 5 psi, test is required for steel pipe. Please confirm and address, if true, why the joint performance standards would not apply to steel pipe. Comment 8 - 556-4.3.2 Testing Methods - It should be noted
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. Verify the release strength by compressive strength cylinder tests or other approved means, no later, . In lieu of every 24 hour testing, contractor is permitted to estimate the strength development, with ASTM C 597, or any other nondestructive test method acceptable to Engineer, until the time of the detensioning. Before detensioning, verify the concrete release strength by testing the compressive strength test cylinders. Make a minimum of two compressive strength release test cylinders daily
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/4501101.origind.pdf?sfvrsn=163f8e0b_0Section8.4-042219_1-20WB
Society for Testing and Materials (ASTM) Standard Test Methods and Specifications American, , temperature, and any other test that is required for the class of concrete and any other tests, consecutive QC or verification tests, which have met all plastic and hardened concrete test requirements, , and inspection and testing of production concrete. Produce SCC at an approved on-site facility, or off-site, (QA) inspection and testing of SCC. 8.4.2 AUTHORITY Sections 334.044(10)(a) and 334.048(3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/materials-manual/section8-4-042219_1-20wb.pdf?sfvrsn=85b8c033_14130304-122impl
if satisfactory friction values are not achieved. Friction tests must be conducted in accordance, with prior experience on roadway friction testing with the equipment described to perform the friction tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/4130304-122impl.pdf?sfvrsn=cf5d4e47_2SP45500000-723impl
: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, ) to each test pile/shaft site during the installation of the instrumentation, during the load testing, with transportation to assist as required during load test setup and conducting of the load tests, of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off, testing. During dynamic load tests, replace the pile cushion when any of the pile stress
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/sp45500000-723impl.pdf?sfvrsn=f05c7271_1SP4550000DBind
expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing, driving of the test pile or reaction piles, whichever occurs last. Do not begin static load testing, the required test load to the pile/shaft unless shown otherwise in the Plans. Before load testing begins, during load test setup and conducting of the load tests. Provide qualified personnel, to read the dial, Piles/Shafts: After completing testing, cut off the tested piles/shafts, which
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/sp4550000dbind.pdf?sfvrsn=cdfefd84_1SP4550000DB-722origind
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, testing, cut off the tested piles/shafts, which are not to be incorporated into the final structure, during dynamic testing. During dynamic load tests, replace the pile cushion when any of the pile, installing end-bent piling/shafts, except when driving specified test piling in end bents or when
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with the results of cubes. Lower strength is expected when testing cylinders in comparison with cubes tests or in the plans cylinder test should be included in lieu of cube tests. Response: We will include, 4554200 – MIXING, PUMPING AND TESTING CEMENT GROUT RESPONSE TO COMMENTS FROM INDUSTRY REVIEW, and include verification testing similar to concrete section 346. There have been many problems with this specification where it indicates contractor sampling and department testing. Contractor sampling
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/4554200.resp.pdf?sfvrsn=a64a04d1_09750602.FHWA
area to perform the laboratory tests. Apply the finish coating to each test panel at a rate of 50, the following requirements: Laboratory Testing Property Test M e t h o d R e q u i r e ment Resistance, square foot of surface area to perform the laboratory tests. Apply the finish coating to each test panel, meet the following requirements: Laboratory Testing Property Test M e t h o d R e q u i r e ment, by Mark Conley of the State Materials Office (SMO) to clarify the testing requirements for Class 5
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/9750602.fhwa.pdf?sfvrsn=a356f7a5_09330000.impl
. For tests specified to be made by the manufacturer, certified copies of all test results shall be submitted, for parallel wire assemblies. 933-5 Required Tests for Prestressing Steel. 933-5.1 General: Tests, that the test results meet the specification limits of ASTM or AASHTO as specifically designated. Prior, or production LOT, all test results required by ASTM A-416 and the modulus of elasticity expressed, certifying that the test results meet specification limits of the ASTM or AASHTO as specifically
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/9330000-impl.pdf?sfvrsn=306c4bd7_4SS5600204
-abrasive residue and lead content tests as directed by the Engineer. If test results do not meet, specified above, soluble salt/conductivity testing frequency may be reduced to one test, 743) is deleted and the following substituted: 560-2.4 Soluble Salts Test Kit: Use a soluble salts test kit in accordance with SSPC- Guide 15 utilizing a Class A retrieval method. Ensure the test, for testing all structural steel surfaces. As an alternative, electronic conductivity meters approved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2013/files/ss5600204.pdf?sfvrsn=1627a874_09430100Orign
that the pipe joints have been tested at the plant hydrostatically at the specified pressure using test, references to pipe joint testing, combining all references to a single location in 430-4.1 (4) Update, the parallel plate testing methodology of ASTM D 2412. Testing must be witnessed by the State Materials, relied on to maintain a tight joint. Test pipe joints at the plant hydrostatically using test
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: 929currentlyrequireslaboratoriestestingpozzolanstobequalified undertheLabQualificationProgram. There is no equivalent cement testing inspection for the Lab Qualification program. 921 requires cement to be tested by a CCRL inspected laboratory, to test the materials as required by 929. By changing the language in 929 to align, testing. Implementation of these changes, if and when approved, will begin with the January 2009, materials supplier’s testing laboratory must meet and maintain, at all times, the qualification
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testing at the minimum temperature of the application range for the formulation being tested. Contact, 36-hour additional test specimen, shouldn’t there also be a target PSI at 36 hours, in conjunction, ......10000 psi at 14 day. Test cylinder shall have a compressive strength at least 6000 psi. Agree, of the application temperature range for the formulation being tested for at least 24 hours. Upon being, . Section has been revised to require testing at the minimum temperature of the formulation range. ******************************************************************************
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