8978 search results for test
SP4550000DB-122origind
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, during load test setup and conducting of the load tests. Provide qualified personnel, to read, completing testing, cut off the tested piles/shafts, which are not to be incorporated into the final, -bent 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/2022/january-2022/review/internal/sp4550000db-122origind.pdf?sfvrsn=81d86f2c_2SP4550000DB-722-AddChng origind
. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test, the required test load to the pile/shaft unless shown otherwise in the Plans. Before load testing begins, 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, and compact the fill before installing end-bent piling/shafts, except when driving specified test piling
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/sp4550000db-722-addchng-origind.pdf?sfvrsn=8656b756_26490500.resp
the following sentence to be consistent with 7000800 and 7150603. “Determine concrete strength from tests on a minimum of two test cylinders prepared and tested in accordance with ASTM C-31 and ASTM C-39, the additional testing in the cost of the asssembly also? If so, what is the expected financial impact
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/6490500.resp.pdf?sfvrsn=f1141da8_0SP4570000
mixes. Test the materials at a frequency of one set of tests per load of the mixer. For each set of tests, cast three 4 inch by 8 inch cylinders for compressive strength testing at the required test, to the materials tested. Attach current test reports to the certificate. Submit certified test, of the Contract Documents when cathodic protection jackets are specified. 457-2.6.2 Testing: No test, in accordance with the Contract Documents. Submit test results and documentation that demonstrate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/workbook/sp4570000.pdf?sfvrsn=5f950889_0SP4570000
mixes. Test the materials at a frequency of one set of tests per load of the mixer. For each set of tests, cast three 4 inch by 8 inch cylinders for compressive strength testing at the required test, to the materials tested. Attach current test reports to the certificate. Submit certified test, of the Contract Documents when cathodic protection jackets are specified. 457-2.6.2 Testing: No test, in accordance with the Contract Documents. Submit test results and documentation that demonstrate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/workbook/sp4570000.pdf?sfvrsn=1c65cc62_2SP4570000
mixes. Test the materials at a frequency of one set of tests per load of the mixer. For each set of tests, cast three 4 inch by 8 inch cylinders for compressive strength testing at the required test, to the materials tested. Attach current test reports to the certificate. Submit certified test, of the Contract Documents when cathodic protection jackets are specified. 457-2.6.2 Testing: No test, in accordance with the Contract Documents. Submit test results and documentation that demonstrate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/workbook/sp45700008eaee7aac2874037a4228f374e00355c.pdf?sfvrsn=2017f20e_0Section84-12717
Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, trial batch tests and field demonstration of verified test data and inspection reports, along, , and inspection and testing of production concrete. The concrete may be produced either at an on-site, (QA) inspection and testing of SCC. 8.4.2 AUTHORITY Sections 20.23(3)(a) and 334.048(3), Florida, of Transportation (FDOT) Florida Sampling and Testing Methods (FSTM) American Association of State Highway
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/materials-manual/section84-12717.pdf?sfvrsn=2f9011d2_1SP4550000DB-721
a professional testing laboratory, or Specialty Engineer with prior load test experience on at least, to assist as required during load test setup and conducting of the load tests. Provide qualified, Disposition of Tested Piles/Shafts: After completing testing, cut off the tested piles/shafts, during dynamic testing. During dynamic load tests, replace the pile cushion when any of the pile, 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/2021/july-2021/design-build/sp4550000db-721.pdf?sfvrsn=cb06bab9_2SP4550000DB
Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience on at least three projects, to conduct the load test, as required during load test setup and conducting of the load tests. Provide qualified personnel, of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off, installing end-bent piling/shafts, except when driving specified test piling in end bents or when
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/design-build/sp4550000db3974934a4ac24aa1a96883779ad54def.pdf?sfvrsn=f0b6d904_3DesignBuildSpecificationsjul05
for Testing and Materials AWG American Wire G a u g e A W P A American Wood Preservers Association AWS, or letter designation, or combination of numbers and letters, designates a specification, test, ,specifications,testmethods, or other codes as specified in the current edition at the time, be subjected to the tests provided for in these Specifications to determine the materials’ quality
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/july-2005/design-build/designbuildspecificationsjul05.pdf?sfvrsn=2c955363_02000202-722FHWA
and methods for constructing stockpiles for sampling and testing. f. Method for sampling and reporting test, Materials Office may also perform sampling and testing. Materials will be accepted if test results meet, stockpile. Notify the Engineer in writing prior to reducing testing frequency. If any QC LBR test, also perform sampling and testing. Materials will be accepted if test results meet, the requirements of the Section and no individual LBR test is less than 120, the sampling and testing frequency
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/2000202-722fhwa.pdf?sfvrsn=19d2e7b2_25480805.comm
& A-2-4 materials. These two tests both require the determination of optimum moisture content (OMC) when determining the maximum density, and the two tests will give different results. 2. Because 548-9, that test, the OMC result determined by the contractor’s maximum density determination should be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/5480805.comm.pdf?sfvrsn=6e328380_05480805.resp
& A-2-4 materials. These two tests both require the determination of optimum moisture content (OMC) when determining the maximum density, and the two tests will give different results. 2. Because 548-9, that test, the OMC result determined by the contractor’s maximum density determination should be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/5480805.resp.pdf?sfvrsn=e18f69fa_03460301.impl
-cm at 28 days, when tested in accordance with FM 5- 578. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take the resistivity test specimens from the concrete of the laboratory trial batch or from the field trial batch, of trial batch concrete for the required plastic and hardened property tests. Cure the field trial batch specimens similar to the standard laboratory curing methods. Submit the resistivity test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/3460301.impl.pdf?sfvrsn=4082c314_0Section 8.4 VII-122
. American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications American, or verification tests, which have met all plastic and hardened concrete test requirements. 2, of static segregation resistance test (Pd) and all other required tests. Notify the DMRO personnel, and testing of production concrete. Produce SCC using a central mixer at an on-site facility, Department of Transportation Florida Sampling and Testing Methods (FSTM) American Association
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/materials-manual/section-8-4-vii-122.pdf?sfvrsn=673bc6aa_29290400-122resp
ekoehler@titanamerica.com Comments: (Industry 6-27-21) Item 1) We have tested multiple Type I/II(MH, SCM. We have tested multiple slags with alumina up to 14% and blaine up to 670 m2/kg and performance in ASTM C1012 was always improved. Therefore, the requirement for ASTM C1012 testing is overly conservative and may needlessly interrupt FDOT projects while waiting for ASTM C1012 testing results. 9290400 All Jobs Response: Initial ASTM testing of slag cement is done to establish an original
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/9290400-122resp.pdf?sfvrsn=e1613669_24550701.impl
Engineer to supervise field testing and report the test results. 13. Methods and equipment proposed, areas. 16. Proposed schedule for test shaft installation, load tests and production shaft, a drilled shaft is unacceptable based on the TITDS tests and other testing, or observes problems during, Engineer to satisfactorily perform the testing. When a shaft contains four tubes, test every possible, log for each tube pair tested with any defect zones identified on the logs and discussed in the test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/4550701.impl.pdf?sfvrsn=82e4dc5d_06950000-724CommResp
any new equipment that fails the operational test at no cost to the Department” This seems out of place. This is more a testing function. During operational testing any equipment or device, the importance of removing and replacing equipment that fails the operational test. No change, of section, Where is the operational test defined? Is it required for them to submit a test plan, days prior to final acceptance.” can be replaced with “The operational test requires the equipment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/comments-responses/6950000-724commresp.pdf?sfvrsn=c92609bb_13340104-122impl
. Prior to the production of any asphalt mixture, submit the proposed mix design with supporting test, is 305°F or less. The Engineer will consider any marked variations from original test data for a mix, Angularity: When tested in accordance with AASHTO T 304-17 (2020), Method A, meet the uncompacted, is deleted and the following substituted: 334-5.1.1 Sampling and Testing Requirements: Obtain the samples, into three smaller samples; one for QC, one for Verification testing and one for Resolution testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/3340104-122impl.pdf?sfvrsn=9566c705_29300000.resp
: There are several instances of the following example error: (red to be added) The tests for temperature, . OR The temperature, length change, and time of set tests shall be performed in accordance with 930, the packaged, dry concrete material with water and/or mixing liquid. Prepare and test three test specimens for each age of all of the hardened tests and each level of mixing temperature, nominal aggregate size. The revised sentence should read: Use 4 in x 8 in test cylinders to mold
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/9300000.resp.pdf?sfvrsn=7b4565d2_0