9034 search results for test
T3043_FPN220442-5_SR10_RelocateGasMain
documents to the Board prior to the hearing. Both parties gave testimony to clarify written documents
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d3/0708/t3043_fpn220442-5_sr10_relocategasmain.pdf?sfvrsn=cb90989e_2E3E19_417474-2_ I-10BridgeReplace_GrindingGroovingSpec5-12NewInfo
documents to the Board prior to the hearing. Both parties gave testimony to clarify written documents
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d3/0708/e3e19_417474-2_-i-10bridgereplace_grindinggroovingspec5-12newinfo.pdf?sfvrsn=25aa4c28_27000000.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_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_1SP4551506
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_06630000-722FHWA2
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_21050511FHWA
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_09320103.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_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_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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/3340302.resp.pdf?sfvrsn=4c4822b2_04000100.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_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_24000000SS
verification and testing at no expense to the Department and to the satisfaction of the Engineer, inspection. Afterthedeckconcretehasbeeninplaceforaminimum period of two days, test for soundness, of two days, inspect the forms for cracks and excessive form deflection, and test for soundness, operations. Take concrete samples for assurance testing at the discharge end of the belt conveyor system, for sampling and testing. Remove any concrete placed in an unsatisfactory manner at no expense
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2006/files/4000000ss.pdf?sfvrsn=19e3f2bc_04000000IMP
verification and testing at no expense to the Department and to the satisfaction of the Engineer, inspection. Afterthedeckconcretehasbeeninplaceforaminimum period of two days, test for soundness, , inspect the forms for cracks and excessive form deflection, and test for soundness and bonding, concrete samples for assurance testing at the discharge end of the belt conveyor system. Make, and testing. Remove any concrete placed in an unsatisfactory manner at no expense to the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/4000000imp.pdf?sfvrsn=be2bc842_04000000SS
component for any improper welding technique, and perform all required verification and testing, . Afterthedeckconcretehasbeeninplaceforaminimum period of two days, test for soundness and bonding, the forms for cracks and excessive form deflection, and test for soundness and bonding of the forms, samples for assurance testing at the discharge end of the belt conveyor system. Make available to the Engineer the necessary platform to provide a safe and suitable place for sampling and testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4000000ss2f0fb9396cec4c5da43fbd11e3cfe0f6.pdf?sfvrsn=6a272c78_04000000SS
verification and testing at no expense to the Department and to the satisfaction of the Engineer, inspection. Afterthedeckconcretehasbeeninplaceforaminimum period of two days, test for soundness, , inspect the forms for cracks and excessive form deflection, and test for soundness and bonding, concrete samples for assurance testing at the discharge end of the belt conveyor system. Make, and testing. Remove any concrete placed in an unsatisfactory manner at no expense to the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4000000ss.pdf?sfvrsn=54c2b5d3_04000000SS
verification and testing at no expense to the Department and to the satisfaction of the Engineer, inspection. Afterthedeckconcretehasbeeninplaceforaminimum period of two days, test for soundness, , inspect the forms for cracks and excessive form deflection, and test for soundness and bonding, concrete samples for assurance testing at the discharge end of the belt conveyor system. Make, and testing. Remove any concrete placed in an unsatisfactory manner at no expense to the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4000000ssffbc36de9e8643ebbdd62700a869aa25.pdf?sfvrsn=ba79ec66_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.do4774787050354ff792f51141ed7986a1.pdf?sfvrsn=629425e1_0