9191 search results for test
4600000.FHWA
. 460-1.1 General: Prepare, fabricate, assemble, erect, and perform all nondestructive testing, and Miscellaneous Metal Items .................Section 962 Material Testing and Certifications, addressing the methods used, frequency of inspections or tests, and personnel responsible as appropriate, . Installation of high strength bolts and rotational capacity (RC) tests; and Direct Tension Indicator (DTI) Verification tests h. Field welding; i. Blast cleaning, painting, galvanizing and/or other
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/4600000.fhwa.pdf?sfvrsn=af6b0a90_07810100.resp
Adair 407.353.4199 rcadair@pbsj.com Comments: Text: 781-3.12.6 Operational Testing should be stricken and the following inserted in its place: 781-3.12.6 Operational Testing: After the ADMS system installation and system testing are successfully completed, conduct one continuous 72-hour, full-operating test prior to conducting the 60-day Acceptance Test. The Engineer will approve the type of tests to be conducted. Include in the tests all control, monitoring, and communication functions
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/7810100.resp.pdf?sfvrsn=4f950a65_0Section113V2-724
Ultrasonic Testing. 11.3.6.14. Phased Array Instrument: A multichannel test instrument used, of Welds: The entire base metal through which ultrasound must travel to test the weld shall be tested, and Miscellaneous Metal Products SECTION 11.3 Volume II ADVANCED PHASED ARRAY ULTRASONIC TESTING 11.3.1, for the use of Advanced Phased Array Ultrasonic Testing on Florida Department of Transportation (Department, ASTM E-543 Standard Specification for Agencies Performing Nondestructive Testing ASTM E-2700 Standard
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/redline/section113v2-724.pdf?sfvrsn=8618b58c_17000000.FHWA-REVISED
is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C31 and ASTM C39 and verifying test results have been provided, properly during and after being subjected to the environmental testing procedures described in NEMA, stainless steel and meet the requirements of American Society for Testing and Materials (ASTM) F 593, system is automatically tested once each day and that it may be tested on command from remote
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/7000000.fhwa-revised.pdf?sfvrsn=b1dace4a_0SP4551506
holes and/or load tests are performed, the Engineer will use the pilot hole and/or load test results, of the drilled shafts. Drilled shaft construction shall not begin until pilot hole and/or load test reports are approved by the Engineer. Shaft tip elevations based on pilot hole results and/or load tests may, Standard Penetration Tests (SPT) for coring. In such cases, supply these tests at no additional cost
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/sp4551506.pdf?sfvrsn=371cb9d_04500301-724IMPL
verification tests. The sampling for verification testing will be performed by the Department at each plant, in the Plans. Verify the release strength by compressive strength cylinder tests or other approved means, is developed. In lieu of every 24 hour testing, estimate the strength development of concrete using, C597, or any other nondestructive test method acceptable to the Engineer, until the time of the detensioning. Before detensioning, verify the concrete release strength by testing the compressive
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/4500301-724impl.pdf?sfvrsn=f06ed5f8_16630000-722FHWA2
Testing.: Subject the system to field acceptance tests (FATs). Develop and submit a test plan for FATs, the system to field acceptance tests (FATs). Develop and submit a test plan for FATs to the Engineer, must include a test switch that can be used to manually generate detector calls that the system, to the environmental testing procedures described in NEMA TS 2, Sections 2.2.7, 2.2.8, and 2.2.9., , placement, and testing of all equipment and materials, and for all tools, labor, hardware, operational
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/6630000-722fhwa2.pdf?sfvrsn=5937012e_29320103.orig1_2ind
of the concrete, and meet the following minimum testing requirements: TEST PROPERTY DESCRIPTION, . Testing information has been updated. Information source: For more information, contact Nikita Reed, substituted: 932-1.3.2 Physical Requirements: SILICONE SEALANT TYPE Test Method Type A Type B Type C, No chalking, cracking or bond loss 9320103 All Jobs SILICONE SEALANT TYPE Test Method Type, section of sealant. After cure of sealant, briquets shall be tested in accordance with AASHTO T-132
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/9320103.orig1_2ind.pdf?sfvrsn=c1cb465_01050511FHWA
Facilities: 105-5.11.1.4.1 Testing Personnel: Ensure the personnel performing plastic property tests have ACI Concrete Field Testing Technician-Grade I certification. Ensure the personnel performing laboratory compressive strength testing have ACI Concrete Laboratory Testing Technician-Grade 1 certification or ACI Concrete Strength Testing Technician certification.. 105-5.11.1.4.2: Batch, Testing Personnel: Ensure the personnel performing plastic property tests have ACI Concrete Field
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/1050511fhwa.pdf?sfvrsn=ac28c8ef_01050811.FHWA
Manufacturing Facilities: 105-8.11.12.4.1 Testing Personnel: Ensure the personnel performing plastic property tests have ACI Concrete Field Testing Technician-Grade I certification. Ensure the personnel performing laboratory compressive strength testing have ACI Concrete Laboratory Testing Technician-Grade 1 certification or ACI Concrete Strength Testing Technician certification. 1050811 All, plastic property tests have ACI Concrete Field Testing Technician-Grade I certification. Ensure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/1050811.fhwa.pdf?sfvrsn=cb7483b_0SS9320102
be capable of a uniform application s Materials for pavement joints shall be tested according to ASTM, shall be measured perpendicular to the side of the sealant showing the defect. At least two test, perpendicular to the side of the sealant showing the defect. At least two test samples in a group, seeking evaluation of their products shall submit product datasheets, performance test reports from, , performance test reports from an independent laboratory showing the product meets the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss9320102.pdf?sfvrsn=d978803c_09320102.impl
. Materialsforpavement joints shall be tested according to ASTM D-5329. 932-1.2.2.1 Physical Requirements, two test samples in a group of three representing a given sample of sealant shall meet, shall be measured perpendicular to the side of the sealant showing the defect. At least two test, datasheets, performance test reports from an independent laboratory showing the product meets, evaluation of their products shall submit product datasheets, performance test reports from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/9320102.impl.pdf?sfvrsn=6b166c8e_03340802.ind
) SUBARTICLE 334-8.2.2 is deleted and the following substituted: 334-8.2.2 Two or Less Sublot Test Results: In the event that two or less sublot test results are available for a LOT, Pay Factors, the 1-Test column when there is only one sublot test result and use the 2-Tests column when there are two sublots. Table 334-6 Small Quantity Pay Table Pay Factor 1 Sublot Test Deviation 2 Sublot Test, + (>2.80), - (>2.12) 3340802 All Jobs Table 334-6 Small Quantity Pay Table Pay Factor 1 Sublot Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/3340802-ind.pdf?sfvrsn=c98a56b8_24000100.origind
, there should be a reduction in the cost to test since the required testing will be compressive strength of cylinders instead of flexural strength of beams so additional equipment typically used to test, requirement is not a realistic test due to its difficulty for laboratories to perform and the additional weight of the beams to place in the testing apparatus and to handle at the project site, . For information regarding the testing changes contact Michael Bergin at 352-955-6666. Recommended Usage Note
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/4000100.origind.pdf?sfvrsn=d79c79e3_03340302.resp
we waive the requirement for Density Testing for Acceptance? Many of our more frequent pavement, Preparation Manual. Density testing is not required in bike lanes, regardless of whether they are in curb, language to require density testing in bike lanes. (ex. “Bike lanes are subject to density testing, require density testing) and a Bike PATH (separate path with limited or prohibited motorized vehicle use where the Spec proposes we do not require density testing). (From Rich (12-1-10) Just to let
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. 330-12.3.2 Test Method: Perform acceptance testing with one pass of a standard 15 foot [4.572 m] rolling, the Engineer from requiring additional acceptance testing at other locations within the lane being tested, . ControlCharts: Plot and keep charts updated daily for all Quality Control Sampling and Testing, . 3.Gradation and asphalt content of RAP. 4.Any other test result or material characteristic, Process Control Testing Requirements: Include as a minimum, the following testing frequencies
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3300000.do4774787050354ff792f51141ed7986a1.pdf?sfvrsn=629425e1_0D3300000.do
. 330-12.3.2 Test Method: Perform acceptance testing with one pass of a standard 15 foot [4.572 m] rolling, the Engineer from requiring additional acceptance testing at other locations within the lane being tested, . ControlCharts: Plot and keep charts updated daily for all Quality Control Sampling and Testing, . 3.Gradation and asphalt content of RAP. 4.Any other test result or material characteristic, Process Control Testing Requirements: Include as a minimum, the following testing frequencies
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d3300000.do.pdf?sfvrsn=313fd48a_0GL-09 foundations (2018-2019) clean
loss test results before drilled shaft concrete operations begin. The tests shall demonstrate, time. Inform the Engineer at least 48 hours before performing such tests in order to allow proper Verification of the results. The Contractor shall perform slump loss testing of the drilled shaft mix using a laboratory acceptable to the Engineer. 16. Drilled Shaft Test Hole (demonstration, Report of Construction, test shafts must be removed to 2 ft. [0.6 m] below ground line. [Spec
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1819/gl-09-foundations-(2018-2019)-clean.pdf?sfvrsn=819bd354_0GL-09 foundations (2017-2018) clean
loss test results before drilled shaft concrete operations begin. The tests shall demonstrate, time. Inform the Engineer at least 48 hours before performing such tests in order to allow proper Verification of the results. The Contractor shall perform slump loss testing of the drilled shaft mix using a laboratory acceptable to the Engineer. 16. Drilled Shaft Test Hole (demonstration, Report of Construction, test shafts must be removed to 2 ft. [0.6 m] below ground line. [Spec
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1718/gl-09-foundations-(2017-2018)-clean.pdf?sfvrsn=c056e18d_09160000.resp
. For BBR testing, PG52-28 is tested at -18°C, not -12°C. Response: Regarding the comment about eliminating, regarding the testing temperature for the PG 52-28. The specification has been modified. Change made. ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/9160000-resp.pdf?sfvrsn=e0cdb558_4