8999 search results for test
DCE02-18
, Tim Ruelke, Amy Tootle, Rafiq Darji, Nick Finch SUBJECT: TEST PILE LOCATION ADJUSTMENT To assist with a contractor’s test pile installation and facilitate faster responses from the Department, if a conflict exists at the planned test pile location and a request is made by the contractor to change the location of a test pile to another location within the same footing or pile bent, Project Engineer assigned to the contract. A relocated test pile within the same footing or bent would
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/memos/2018/dce02-18.pdf?sfvrsn=def4ee37_23200202.FHWA
) is deleted and the following substituted: 320-2.2 Minimum Process Control Testing Requirements: Perform, as a minimum, the following activities at the testing frequencies provided in Table 320-1. QC tests, test is included in the appropriate FDOT, AASHTO, or ASTM Test Method. In the event testing, Plant - Materials Testing Frequencies Material Property Minimum Testing Frequency Aggregate, of greater than 100 tons, then perform the indicated test. SUBARTICLE 320-2.4 (of the Supplemental
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/3200202.fhwa.pdf?sfvrsn=6444903a_02000702.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_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_2Outside 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_00060100LS.impl
sampling and testing requirements for the following work activities: Earthwork and Related Operations, , Contract Number, category, county, title of certification person and test results in each product, will be delivered to the jobsite prior to placement or utilization. Retain test results, the manufacturer letterhead, identification and type of material, FPID, Contract Number, county, test, life of the product. Retain test results for a minimum of three years
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/0060100ls.impl.pdf?sfvrsn=a3a1add8_0SP0060100LS
by material sampling and testing requirements for the following work activities: earthwork and related, , FPID, Contract Number, category, county, title of certification person and test results in each, . This letter will be delivered to the jobsite prior to placement or utilization. Retain test results, , test results of the material and notarized signature from the manufacturer. This letter will also, to the shelf life of the product. Retain test results for a minimum of three years
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2016/files/sp0060100ls.pdf?sfvrsn=160911d3_0SP0060100LS
by material sampling and testing requirements for the following work activities: earthwork and related, , FPID, Contract Number, category, county, title of certification person and test results in each, . This letter will be delivered to the jobsite prior to placement or utilization. Retain test results, , test results of the material and notarized signature from the manufacturer. This letter will also, to the shelf life of the product. Retain test results for a minimum of three years
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/janworkbook2016/files/sp0060100ls.pdf?sfvrsn=fcf1f72b_0SP0060100LS
is accepted by material sampling and testing requirements for the following work activities: Earthwork, , batch number, FPID, Contract Number, category, county, title of certification person and test, test results for a minimum of three years. 6-1.3.5 Certification on all Other Materials Not Specified, Number, county, test results of the material and notarized signature from the manufacturer, is current to the shelf life of the product. Retain test results for a minimum of three years
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/sp0060100ls.pdf?sfvrsn=2087a1e2_0