9274 search results for test
4160600.FHWA
and dowels in each LOT for testing, except if there are three or less in the LOT, in which case, test, additional field tests until no more test failures occur, or all anchors and dowels within the LOT, . Submit certified test reports from the Independent Testing Agency to the Engineer for each LOT, failure, but allow bond failure. Displacement measurement for field testing is not required. Test, additional field tests until no more test failures occur, or all anchors and dowels within the LOT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/4160600.fhwa.pdf?sfvrsn=ceadefe_09320103.FHWA
testeding and the other retainedone for confirmation in the event of a failing test result. Samples, the language relating to bearing pads to comply with DCE Memo 20-09, to require testing in accordance, Test Method TypeA TypeB TypeC TypeD Flow ASTMD5893 NoFlow Slump (maximum) ASTM D 2202 0.3inches, Jobs Silicone Sealant Type Test Method TypeA TypeB TypeC TypeD Tensile stress (maximum, Silicone Sealant Type Test Method TypeA TypeB TypeC TypeD Relative Humidity) Movement Capability
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/9320103.fhwa.pdf?sfvrsn=500732d9_05480500.origind
frequency of one set of tests per LOT. One set of tests is defined as a density test for the fill, and tested in accordance with AASHTO T 90 and AASHTO T 89 respectively. If the Resolution Test result, will perform Resolution testing. The material will be sampled and tested in accordance with FM 5-550, FM 5-551, samples. The material will be sampled and tested in accordance with FM 1-T 267 and by averaging the test, Resolution testing. If the Resolution Test result satisfies the required criteria, material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/5480500-origind.pdf?sfvrsn=b404d430_44550000.impl
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 on at least three projects, to conduct the load test in compliance with these Specifications, to record all data, and to furnish reports of the test results to the Engineer except when the Contract, Disposition of Tested Piles/Shafts: After completing testing, cut off the tested piles/shafts
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/implemented/4550000.impl.pdf?sfvrsn=4bb7bcd1_0D4550000.do
requesting authorization to place the seal concrete. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test, conference or no later than 30 days before beginning test pile installation of the proposed testing, 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/julworkbook2003/files/d4550000.do.pdf?sfvrsn=cad0b576_0D4550000.do
. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, to conduct the load test in compliance, test pile installation of the proposed testing schedule so that items supplied by the Department may, of the load tests. Provide qualified personnel, as determined by Specialty Engineer or testing lab, to the satisfaction of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4550000.do629e031f95d84a48930db5c06e373b1d.pdf?sfvrsn=19a57107_03530000.FHWA2
weight testing is required. Perform tThe plastic property tests in accordance with Section 346- 8after, ; perform the plastic property tests prior to the addition of the accelerator. The Unit Weight Test, of the required strength by cylinder testing as specified in 353-5 or the use of the maturity method test, testing as outlined in 353-5. Fabricate six test cylinders for protection strength and Maturity Meter, tests in accordance with Section 346,; except when the mix design contains an accelerator;, perform
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3530000.fhwa2.pdf?sfvrsn=76fc58ff_09160000.FHWA
compliance testing results shall be reported for the tests in the table below, unless noted otherwise, and to standardize asphalt emulsion testing requirements. Also, revisions to Sections 336, 341, ,producersshallincludeareportof testresultsfrom an independent laboratory confirming the material meets the requirements of this section. In lieu of submitting test results from an independent laboratory, the original test values for a material below the established limits or evidence of inadequate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/9160000.fhwa.pdf?sfvrsn=ed64908c_09740000-122origind
Product Evaluation Program (NTPEP) Test Report Testing must be conducted using the project Work Plan, . Independent Laboratory Test Report Color/Contrast testing as identified in Table 974-2. Installation, or partial domes. Domes and Spacing Dimensional Testing 1 Provide NTPEP Test Report Meets, system. Independent Laboratory Test Report Skid Test and Integral Color testing as identified, within the traveled way for 3 years. Friction Independent Testing Facility FM 5-592, Test using one
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/9740000-122origind.pdf?sfvrsn=5fc5b445_24550000.impl
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 experience on at least three projects, to conduct the load test in compliance, during load test setup and conducting of the load tests. Provide qualified personnel, as determined, of the Engineer. 455-2.10 Disposition of Tested Piles/Shafts: After completing testing, cut off the tested piles
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/4550000-impl.pdf?sfvrsn=e59d36b5_43530000.FHWA3
testing is required. Perform tThe plastic property tests in accordance with Section 346- 8after all, the plastic property tests prior to the addition of the accelerator. The Unit Weight Test shall also, testing as specified in 353- 5 or the use of the maturity method test as described in 353-10.2, . Fabricate six test cylinders for protection strength and Maturity Meter correlation testing, property tests in accordance with Section 346,; except when the mix design contains an accelerator
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3530000.fhwa3.pdf?sfvrsn=284a2387_0SS9750000
, regardless of color, shall meet the requirements below. Laboratory Testing Property TestMethod, Outdoor Testing Property Test M e t h o d Requirement Rusting ASTM D 610 ASTM D 1654 (scribed, : Laboratory Testing Property TestMethod Requirement Laboratory Testing Property TestMethod Requirement, Requirements: Use flat test panels prepared in accordance with AASHTO R-31. Laboratory Testing- Non-Sacrificial Property Test M e t h o d Requirement Cyclic Weather Testing AASHTO R-31 No blistering
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss9750000.pdf?sfvrsn=f08b4f64_04510000.FHWA
) Alignment Load: A smallnominal load maintained on a performance tested an anchor during testing, soil anchor testinga performance test. (t) Elastic Movement: The recoverable movement of an anchor measured during soil anchor testinga performance test. (u) Prestressed Soil Anchor: A system, and those to be creep tested and, at his discretion, may increase or decrease the number of tests. Perform proof tests on all prestressed soil anchors, not subjected to a performance test or a creep
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/4510000-fhwa.pdf?sfvrsn=904d02db_2CTQMChapter1
testingdatatobeusedintheacceptancedecisionortheindependentassuranceprogram, and ability to perform a physical test or procedure according to a specific standard. Provider – CTQP, not be allowed to perform those testing, acceptance, and quality control activities where, in the TQDBS is linked to TRESS. Verification: Sampling and Testing performed to validate the quality, study courses. The Hot Mix Asphalt Testing, Hot Mix Asphalt Plant Inspection and Earthwork Inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/ctqm/old_files/ctqm151123/ctqmchapter1.pdf?sfvrsn=ecf31114_0SS3460000
for resistivity testing before mix design approval. Take the resistivity test specimens from the concrete, distribution of other core samples. Perform surface resistivity tests on the core samples or test, discharge of all trucks if the QC truck has failing test. Perform plastic properties tests on all trucks, of testing the cylinder and provide the Verification testing laboratory the compressive strength test, concrete, ensure that the concrete exceeds a resistivity of 29 KOhm-cm at 28 days, when tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/ss3460000.pdf?sfvrsn=3e641c82_43460000.impl
cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take, distribution of other core samples. Perform surface resistivity tests on the core samples or test cylinders, by the concrete producer for each mix design to be tested. Record and certify test results, . 346-9 Acceptance Sampling and Testing. 346-9.1 G e neral: Perform plastic properties tests, test results into the Department’s sample tracking database within 24 hours, the QC testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/3460000-impl.pdf?sfvrsn=1edfe230_4SS3460000
for resistivity testing before mix design approval. Take the resistivity test specimens from the concrete, distribution of other core samples. Perform surface resistivity tests on the core samples or test, discharge of all trucks if the QC truck has failing test. Perform plastic properties tests on all trucks, of testing the cylinder and provide the Verification testing laboratory the compressive strength test, concrete, ensure that the concrete exceeds a resistivity of 29 KOhm-cm at 28 days, when tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/ss3460000.pdf?sfvrsn=f1ecf3ce_0SS1250901
, 120-10.2 with 125-9.2, 120-10.3 with 125-9.3, and 120-10.4 with 125-10. 125-9.1.1 Reduced Testing Frequency: When no Resolution testing is required for 6 consecutive LOTs, or if required, the Quality Control test data was upheld, reduce the Quality Control density testing to one test every two Lots by identifying the substantiating tests in the Density Log Book and notifying the Engineer in writing prior to starting reduced frequency of testing. Generate random numbers based on the two LOTs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss1250901.pdf?sfvrsn=9fd24683_0SS1250901
, 120-10.2 with 125-9.2, 120-10.3 with 125-9.3, and 120-10.4 with 125-10. 125-9.1.1 Reduced Testing Frequency: When no Resolution testing is required for 6 consecutive LOTs, or if required, the Quality Control test data was upheld, reduce the Quality Control density testing to one test every two Lots by identifying the substantiating tests in the Density Log Book and notifying the Engineer in writing prior to starting reduced frequency of testing. Generate random numbers based on the two LOTs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss1250901.pdf?sfvrsn=38b52281_0SS1250901
, 120-10.2 with 125-9.2, 120-10.3 with 125-9.3, and 120-10.4 with 125-10. 125-9.1.1 Reduced Testing Frequency: When no Resolution testing is required for 6 consecutive LOTs, or if required, the Quality Control test data was upheld, reduce the Quality Control density testing to one test every two Lots by identifying the substantiating tests in the Density Log Book and notifying the Engineer in writing prior to starting reduced frequency of testing. Generate random numbers based on the two LOTs
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss1250901.pdf?sfvrsn=2d5cd9d9_0