9191 search results for test
4600000.origind
nondestructive testing for structural steel or miscellaneous metal structures, or portions thereof, : Steel and Miscellaneous Metal Items.................Section962 Material Testing, and workmanship, clearly addressing the methods used, frequency of inspections or tests, and personnel, ; g.Installationofhighstrengthboltsandrotationalcapacity(RC) tests; and Direct Tension Indicator (DTI) Verification tests h. F i, . 5.FabricationProcedures,especiallyshopassembly,weldingandpainting. 6.Sampling and Testing Procedures
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jul08/files/4600000.origind.pdf?sfvrsn=a29a9bbd_0SS4600000
testing for structural steel or miscellaneous metal structures, or portions thereof in accordance, .................Section 962 Material Testing and Certifications ....................Section 962 Galvanizing, , clearly addressing the methods used, frequency of inspections or tests, and personnel responsible, ) tests; and Direct Tension Indicator (DTI) Verification tests h. F i e l d w e l d i n g ; i . B l a s, ,weldingandpainting. 6.Sampling and Testing Procedures. 7.Projectspecific areas of concern for fabrication
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss4600000b4d2c167cfbc4fb99fd61b7708fac7dc.pdf?sfvrsn=aebe1770_0SS4600000
Description. 460-1.1General:Prepare,fabricate,assemble, erect, and perform all nondestructive testing, .................Section962 Material Testing and Certifications ....................Section 962 Galvanizing, , frequency of inspections or tests, and personnel responsible as appropriate. Include forms or other, r a i g h t e n i n g ; g.Installationofhighstrengthboltsandrotationalcapacity(RC) tests; and Direct Tension Indicator (DTI) Verification tests h. F i e l d w e l d i n g ; i . B l a s t c l e a n
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss4600000.pdf?sfvrsn=812265b4_0SS4600000
testing for structural steel or miscellaneous metal structures, or portions thereof in accordance, .................Section 962 Material Testing and Certifications ....................Section 962 Galvanizing, , clearly addressing the methods used, frequency of inspections or tests, and personnel responsible, ) tests; and Direct Tension Indicator (DTI) Verification tests h. F i e l d w e l d i n g ; i . B l, ,weldingandpainting. 6.Sampling and Testing Procedures. 7.Projectspecific areas of concern for fabrication
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4600000e782745f28d14bc28a7ee5746f91ef56.pdf?sfvrsn=2dd36b5a_0SS4600000
testing for structural steel or miscellaneous metal structures, or portions thereof in accordance, .................Section 962 Material Testing and Certifications ....................Section 962 Galvanizing, , clearly addressing the methods used, frequency of inspections or tests, and personnel responsible, ) tests; and Direct Tension Indicator (DTI) Verification tests h. F i e l d w e l d i n g ; i . B l, ,weldingandpainting. 6.Sampling and Testing Procedures. 7.Projectspecific areas of concern for fabrication
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss4600000.pdf?sfvrsn=7060f17e_0fdot-bed31-977-12-rpt
Florida sites (Bell, CR 250, and Kanapaha). Seismic tests were performed along multiple test lines, tests. vii EXECUTIVE SUMMARY Detailed information on in situ rock density, layering, and associated, core samples for all three test sites, confirming SH-Love FWI as a reliable tool for determination, on a deep model of 18-m depth .....................................................10 2.3.1 Test, ......................................17 2.4.1 Test configuration and setup
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed31-977-12-rpt.pdf?sfvrsn=fd47952c_31250903.origind
of Verification Testing on density for Streamline Contracts, substituted: 125-9.3.1 Frequency: Conduct QC Standard Proctor maximum density sampling and testing at a minimum frequency of one test per soil type. The Verification test will be at a minimum of one test per soil type: Test Name QualityControl Verification Standard Proctor Maximum Density One per soil
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/1250903.origind.pdf?sfvrsn=c0229a96_07020400.resp
. Maybe you can combine the new sentence with the previous one, something like … “Conduct field testing in accordance with FM 5-541, taking test readings representative of the Contractor‟s striping performance.” OR maybe … “Conduct field testing in accordance with FM 5-541, taking test readings, : (11-9-10) In the proposed changes to 701, 702, 709, 711 and 713, I see the phrase “The test reading, tells the contractor to conduct field test- but it does not say when to take the readings. Is it
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/7020400.resp.pdf?sfvrsn=e6e6abc4_07130300.resp
testing in accordance with FM 5-541, taking test readings representative of the Contractor’s striping performance.” OR maybe … “Conduct field testing in accordance with FM 5-541, taking test, Comment: (11-9-10) In the proposed changes to 701, 702, 709, 711 and 713, I see the phrase “The test, the contractor to conduct field test- but it does not say when to take the readings. Is it right after, is it
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/7130300.resp.pdf?sfvrsn=adfccb1a_07130300.comm
testing in accordance with FM 5-541, taking test readings representative of the Contractor’s striping performance.” OR maybe … “Conduct field testing in accordance with FM 5-541, taking test, Comment: (11-9-10) In the proposed changes to 701, 702, 709, 711 and 713, I see the phrase “The test, test- but it does not say when to take the readings. Is it right after, is it in 14 days of 30 days
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/7130300.comm.pdf?sfvrsn=d0213104_09710104-122comm
need to be retested using the NTPEP field test? Do we need to add that the NTPEP testing needs, for testing Standard Thermoplastic in APL test deck, Evaluation Program (NTPEP) field test data.” Should be reworded to read: “For standard paint, Program (NTPEP) field test data.” Response: We agree and will proceed with suggested language, component. The Department will test standard thermoplastic and profiled thermoplastic pavement marking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/9710104-122comm.pdf?sfvrsn=3926f25b_22000702.comm
and laboratory test. c. It expedites the base testing procedure, particularly on the ability, believe will also save money on the front end if the contract bidding a job knows that this testing, values to testing as per the current specs. If a source requires more than 2 changes of criteria I, ) 1. Use of a pit proctor prior to QC testing: The downfalls that were experienced were: 1, , the contractor can argue that he is being delayed as the FDOT internal testing is inconsistent (non
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/2000702.comm.pdf?sfvrsn=3997de80_0SS4620000
of their post-tensioning systems must submit test results to the Structures Design Office and include certified test reports from an independent laboratory audited by AASHTO Materials Reference, website. Test plastic components in a certified independent laboratory accredited through, Association for Laboratory Accreditation (A2LA). Certification of test reports may be performed, by the State Materials Office. Test and include typical local zone reinforcement in the system drawings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2011/files/ss4620000.pdf?sfvrsn=6ed6487e_0SS4620000
of their post-tensioning systems must submit test results to the Structures Design Office and include certified test reports from an independent laboratory audited by AASHTO Materials Reference Laboratory, website. Test plastic components in a certified independent laboratory accredited through, Association for Laboratory Accreditation (A2LA). Certification of test reports may be performed, Materials Office. Test and include typical local zone reinforcement in the system drawings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss4620000.pdf?sfvrsn=46d4ba9f_0Outside Plant Infrastructure Editor
operational test: Numerous tests will be performed to verify that minimum feature attribution was met, for Testing ITSFM System Config,” found in the “Resource” tab in Learning Curve. Internet access
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/itsfm-editors/outside-plant-infrastructure-editorItem2_SpraywallPresentation
Testing – ASTM D7234 – All tests exceeded the required 150 PSI or failed at substrate Mil thickness, Pilot Project: Polyurethane Lining Box Culvert Rehabilitation FIN 427144-1-52-01 Pilot Project Overview • Purpose: Test rehabilitation with polyurethane coating ( box Culvert No. 11Q001) • Application surfaces of side walls and top slab • ¼” thickness (250 mils) to provide protective lining system • Box Culvert Details – 184 lf, 7’x7’ – Constructed in 1964 – Major scaling
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/publications/meetingminutes/dce/2012/march_attach/item2_spraywallpresentation.pdf?sfvrsn=236da2a0_2SS1600301
substituted: 160-4.2.4 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification Verification for Shoulder
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2014/files/ss1600301.pdf?sfvrsn=827549eb_01201000.fhwa
Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Test Name QualityControlVerification Verification of Shoulder-Only Areas, Bike/Shared Use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/1201000.fhwa389017de4a214553bef922d4e30268e2.pdf?sfvrsn=622f1be4_01201000.FHWA
Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed in the table below. Test Name QualityControlVerification Verification of Shoulder-Only Areas, Bike/Shared Use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/1201000.fhwa.pdf?sfvrsn=610fd416_03340000.resp
by the Engineer, for Independent Verification testing. In situations where it is impractical to cut five cores, the requirements of Table 334-5 for density, then a comparison of the Independent Verification Gmm test results and the Contractor’s Gmm test results, if available, will be made. If the comparison meets, any material represented by the failing test results in accordance with 334-5.9.5. If the comparison values meet why would you cease production? Response: The comparison of the Gmm tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/3340000.resp.pdf?sfvrsn=e5a44996_0