9204 search results for test
Ch11(Redline)(2002-11-15)
to determine the material sampling and testing frequencies in accordance with the Department’s Sampling, Testing, and Reporting Guide . The Department’s Job Guide Schedule will provide a list of all, to determine the material sampling and testing frequencies. These quantities will not be considered payment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/manuals/finalest/p-and-d/allhistory/chap11/ch11(redline)(2002-11-15).pdf?sfvrsn=5c5916c8_0VanLeuvenD
2010-Present). Construction engineering and inspection (CEI), materials sampling and testing, contract, 2006-May 2010). Construction Engineering and Inspection Services (CEI), materials sampling and testing, and involves the testing, quality control, and documentation of software, configurations
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/vanleuvend.pdf?sfvrsn=41218c11_0SP0090103LS
sampling and testing requirements for this Contract in accordance with the Department’s Sampling, Testing, and Reporting Guide. These quantities will not be considered payment quantities. Quantities provided by the Contractor will only be used to determine the material sampling and testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/sp0090103ls.pdf?sfvrsn=358624b8_000900LSORGIN
sampling and testing requirements for this Contract in accordance with the Department’s Sampling, Testing, provided by the Contractor will only be used to determine the material sampling and testing frequencies
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jan07/files/00900lsorgin.pdf?sfvrsn=8da66a0d_000900LSSP
and testing requirements for this Contract in accordance with the Department’s Sampling, Testing, by the Contractor will only be used to determine the material sampling and testing frequencies
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/00900lssp.pdf?sfvrsn=8d98d1a3_000900LSSP
, and Reinforcing Steel. Thesequantitieswilldetermine the minimum material sampling and testing requirements for this Contract in accordance with the Department’s Sampling, Testing, and Reporting Guide, will only be used to determine the material sampling and testing frequencies for the above activities
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/00900lssp.pdf?sfvrsn=693b8e2e_0SP0090103LS
material sampling and testing requirements for this Contract in accordance with the Department’s Sampling, Testing, and Reporting Guide. These quantities will not be considered payment quantities. Quantities provided by the Contractor will only be used to determine the material sampling and testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/sp0090103ls.pdf?sfvrsn=c367c883_0SP0090103LS
sampling and testing requirements for this Contract in accordance with the Department’s Sampling, Testing, and Reporting Guide. These quantities will not be considered payment quantities. Quantities provided by the Contractor will only be used to determine the material sampling and testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/sp0090103ls.pdf?sfvrsn=450906b0_0Section83V2D01cln
, the frequency of the QC and verification inspection and testing must be increased for the Product group, and verification inspection and testing will be reduced to normal when the DMRO is confident, and verification inspection and testing for a duration to be determined by the DMRE. If the Plant disagrees
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/materials-manual/section83v2d01cln.pdf?sfvrsn=46aaed38_21020100-723FHWA
eligibility letter and be successfully crash tested in accordance with MASH TL-3 criteria. All trailer, signal phase. Perform the test in the presence of the Engineer. 102-9.136 Truck Mounted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/1020100-723fhwa.pdf?sfvrsn=b43fd612_21020100-723FHWA2
tested in accordance with MASH TL-3 criteria. All trailer mounted barriers must be equipped with an APL, during an off-peak period with a minimum three detections for each signal phase. Perform the test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/1020100-723fhwa2.pdf?sfvrsn=1759a383_21020000Memo
barriers listed on the APL must have an FHWA eligibility letter and be successfully crash tested, . Perform the test in the presence of the Engineer. 102-9.17 Truck Mounted Attenuators and Trailer, successfully crash tested in accordance with MASH TL-3 criteria. A gate arm is required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/review/internal/1020000memo.pdf?sfvrsn=d0a58701_2RGeneralConstructionOperations
Connection Pin between installation of a vandal resistance bolt. testing of welds is not required, to the general testing, evaluation and certification of the concrete in accordance with Specification 346, to facilitate removal of anchors. NOTES FOR BOLTED INSTALLATIONS: after testing as directed by the Engineer. when requested by the Engineer. Remove the demonstration Barrier Unit prior to testing the Anchor Bolts. Remove the test Anchor Bolts Barrier Unit and test each Anchor Bolt with a 29,800
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2024/ser/rgeneralconstructionoperations.pdf?sfvrsn=5106f20c_3DBProgram Eval
Process d. Technical Specifications/Specifications e. Plans/Shop Drawing f. Testing methods/records, to the standard scope (such as for sampling and testing frequency) to fit project specific conditions, a minimum of two weeks to schedule their review and approval. Testing: The Department or its representative will perform verification and resolution testing services in accordance with the latest, verification sampling and testing on-site as well as off-site locations such as pre-stress plants, batch
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/altcontract/general/pdf/dbprogram-eval.pdf?sfvrsn=b2767cb6_000900LS
the minimum material sampling and testing requirements for this Contract in accordance with the Department’s Sampling, Testing, and Reporting Guide. These quantities will not be considered payment, sampling and testing frequencies for the above activities or work items and will have no monetary value, , and Reinforcing Steel. Thesequantitieswilldetermine the minimum material sampling and testing requirements for this Contract in accordance with the Department’s Sampling, Testing, and Reporting Guide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/00900ls.pdf?sfvrsn=777b1e49_01020000.impl
directives. Manufacturers seeking evaluation must furnish certified test reports showing that their product meets all test requirements set forth by NCHRP 350. Manufacturers seeking evaluation, . OnlyusePortableRegulatorySignslistedontheQPL. Manufacturersprovidingthesignsmust provide a certified test report, v i c e d e s c r i b e d h e r e i n must provide a certified test report to the Engineer, or chromium compounds. Manufacturers seeking product approval must furnish certified test reports showing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/1020000.impl.pdf?sfvrsn=408fa41f_0E8W33
- LOAD TEST (DYNAMIC), DATA COLLECTION AND ANALYSIS EA 233.000 0455-137- 2 LOAD TEST (DYNAMIC), VERIFICATION TEST EA 34.000 0455-144- 21 TEST PILES - STEEL, 20" DIA PIPE LF 180.000 0455-144- 22 TEST
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2026/jan13/e8w33.pdf?sfvrsn=e071062d_1E8V59
, TEMPORARY-CRITICAL, STEEL H-PILES WITH TIMBER LAGGING SF 1,411.000 0455-137- LOAD TEST (DYNAMIC), DATA COLLECTION AND ANALYSIS EA 148.000 0455-137- 2 LOAD TEST (DYNAMIC), VERIFICATION TEST EA 9.000 0455-143- 5 TEST PILES-PRESTRESSED CONCRETE,24" SQ LF 400.000 0455-144- 22 TEST PILES - STEEL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/lettings/2026/jan13/e8v59.pdf?sfvrsn=fab8a73a_1