8976 search results for test
4550021IMP
: 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, to conduct the load test in compliance with these Specifications, to record all data, and to furnish reports of the test results to the Engineer except when the Contract Documents show, the load test by applying a load up to the load required in the Contract Documents or to the failure load, in the plans) after driving of the test pile or reaction piles, whichever occurs last. Allowuptofour
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/4550021imp.pdf?sfvrsn=f730dd56_0Section83V2redln
they are responsible for verification inspection and testingwithin their jurisdiction. The compiled data must, of the QC, and verification, and independent assurance inspection and testing must be increased, inspection and testing will be reduced to normal when a revised QC pPlan has been approved and the DMRO, with increased rates of QC, and verification and independent assurance inspection and testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/materials-manual/redline/section83v2redln.pdf?sfvrsn=8b7ad2b6_1D2880000.DO
three sets of production data, either from Department acceptance tests or independently verifiable, design mix meets the requirements of this Section. (2)Testdatafrom a single trial batch of a 1 yd 3, and compaction will be based upon the completion of a 500 foot [150 m] test section, acceptable, milling will be permitted. 288-7 Sampling and Testing. TheEngineerwilltakerandom samples
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d2880000.do.pdf?sfvrsn=1cecc5a7_0D2880000
three sets of production data, either from Department acceptance tests or independently verifiable, mix meets the requirements of this Section. (2)Testdatafrom a single trial batch of a 1 yd 3 [1, and compaction will be based upon the completion of a 500 foot [150 m] test section, acceptable, to the Department. Neither grinding nor milling will be permitted. 288-7 Sampling and Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d2880000.pdf?sfvrsn=ae768978_02880000SS
, either from Department acceptance tests or independently verifiable commercial mixes, that Cement, of this Section. (2)Testdatafrom a single trial batch of a 1 yd 3 [1 m 3 ] minimum, the completion of a 500 foot [150 m] test section, acceptable to the Engineer, prior to further, milling will be permitted. 288-7 Sampling and Testing. TheEngineerwilltakerandom samples
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/2880000ss.pdf?sfvrsn=63c2485e_02880000SS
, either from Department acceptance tests or independently verifiable commercial mixes, that Cement, of this Section. (2)Testdatafrom a single trial batch of a 1 yd 3 [1 m 3 ] minimum, the completion of a 500 foot [150 m] test section, acceptable to the Engineer, prior to further, milling will be permitted. 288-7 Sampling and Testing. TheEngineerwilltakerandom samples
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/2880000ss.pdf?sfvrsn=1278c341_02880000SS
, either from Department acceptance tests or independently verifiable commercial mixes, that Cement, of this Section. (2)Testdatafrom a single trial batch of a 1 yd 3 [1 m 3 ] minimum, the completion of a 500 foot [150 m] test section, acceptable to the Engineer, prior to further, milling will be permitted. 288-7 Sampling and Testing. TheEngineerwilltakerandom samples
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/2880000ss36edc104b6194ed2b6c204aeb011622c.pdf?sfvrsn=b7e25af4_0D2880000.DO
three sets of production data, either from Department acceptance tests or independently verifiable, design mix meets the requirements of this Section. (2)Testdatafrom a single trial batch of a 1 yd 3, and compaction will be based upon the completion of a 500 foot [150 m] test section, acceptable, milling will be permitted. 288-7 Sampling and Testing. TheEngineerwilltakerandom samples
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d2880000.do.pdf?sfvrsn=3bc427d8_0D2880000.do
of production data, either from Department acceptance tests or independently verifiable commercial, the requirements of this Section. (2)Testdatafrom a single trial batch of a 1 yd 3 [1 m 3, will be based upon the completion of a 500 foot [150 m] test section, acceptable to the Engineer, will be permitted. 288-7 Sampling and Testing. TheEngineerwilltakerandom samples of the Cement Treated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d2880000.do.pdf?sfvrsn=97ead329_0D2880000.DO
of production data, either from Department acceptance tests or independently verifiable commercial, the requirements of this Section. (2)Testdatafrom a single trial batch of a 1 yd 3 [1 m 3, will be based upon the completion of a 500 foot [150 m] test section, acceptable to the Engineer, will be permitted. 288-7 Sampling and Testing. TheEngineerwilltakerandom samples of the Cement Treated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d2880000.doae09885933f74eaa9dd5149162cb3f05.pdf?sfvrsn=6f5ed2ee_02880000SS
, either from Department acceptance tests or independently verifiable commercial mixes, that Cement, of this Section. (2)Testdatafrom a single trial batch of a 1 yd 3 [1 m 3 ] minimum, the completion of a 500 foot [150 m] test section, acceptable to the Engineer, prior to further, milling will be permitted. 288-7 Sampling and Testing. TheEngineerwilltakerandom samples
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/2880000ss.pdf?sfvrsn=dfa28bb4_09290000FHWA
or verification test results. 929-1.2 Approved Laboratory: The cementitious materials supplier’s testing, of tests and to delete “Gainesville” from throughout the Section. Please review and transmit your, shall submit the proposed quality control plan, certified test reports from an approved independent, verification of the test results, the plant will be placed on the Department’s list of active, plan approval and to require cementitious material shipments to be individually tested prior
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/9290000fhwa.pdf?sfvrsn=f9faefb4_03300904.FHWA
profiler testing are to be tested and accepted using the straightedge. Please review and transmit, in the Specifications. If the project’s method of acceptance is by laser profiler, areas not tested by the laser profiler will be tested and accepted by straightedging. Test all pavement lanes and ramps where, by the laser profiler will be tested and accepted by straightedging. Test all pavement lanes and ramps where, for testing with the Laser Profiler, straightedge the friction course layer in accordance with 330-9.4.2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/3300904.fhwa.pdf?sfvrsn=29f2fdac_0D4650000.do
required following the initial load test, perform additional load tests up to and including, for approval, test procedures for specific tests to be performed and their criteria for acceptance, Acceptance Test Books: The functional acceptance tests consists of Preliminary Checkout, Functional Tests (three phases) and Operational Testing Period. Integrate and assemble information required, preparation, manufacture, assembly and testing of raw materials, materials in process and assembly
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d4650000.do0e8db4e680bd47809eb3e9a3b8ed2442.pdf?sfvrsn=2369d2eb_0D4650000.do
required following the initial load test, perform additional load tests up to and including, for approval, test procedures for specific tests to be performed and their criteria for acceptance, Acceptance Test Books: The functional acceptance tests consists of Preliminary Checkout, Functional Tests (three phases) and Operational Testing Period. Integrate and assemble information required, preparation, manufacture, assembly and testing of raw materials, materials in process and assembly
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d4650000.do.pdf?sfvrsn=63dc2ff_0D4650000.DO
before performing test and ensure the Engineer is present during testing. Submit to the Engineer, additional load tests up to and including the 300% load test as required by the Engineer at no additional, in booklet form. Provideinshopdrawingformat for approval, test procedures for specific tests, and after the tests. 465-15.2 Functional Acceptance Test Books: The functional acceptance tests, . Provide free access to all premises where preparation, manufacture, assembly and testing of raw materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4650000.do.pdf?sfvrsn=98dc7717_0D4650000.do
the initial load test, perform additional load tests up to and including the 300% load test as required, , test procedures for specific tests to be performed and their criteria for acceptance. The Engineer, Test Books: The functional acceptance tests consists of Preliminary Checkout, Functional Tests, , assembly and testing of raw materials, materials in process and assembly is conducted, steelwork includes a certified copy of a test report showing the chemical composition of the steel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4650000.doebb828309b024b559108d0c8179a1d57.pdf?sfvrsn=7b6a1f0b_0D4650000.do
the initial load test, perform additional load tests up to and including the 300% load test as required, , test procedures for specific tests to be performed and their criteria for acceptance. The Engineer, Test Books: The functional acceptance tests consists of Preliminary Checkout, Functional Tests, , assembly and testing of raw materials, materials in process and assembly is conducted, steelwork includes a certified copy of a test report showing the chemical composition of the steel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4650000.do.pdf?sfvrsn=1e9ef2ed_01201002.impl
by the SMO will perform Resolution testing. The material will be sampled and tested in accordance with FM 1-T099, Method C. The Engineer will compare the Resolution test results with the QC test results. If all Resolution test results are within 4.5 lb/ft 3 of the corresponding QC test results, the Engineer will use the QC test results for material acceptance purposes for each LOT, of the Verification test result. Otherwise, the Engineer will take one additional sample of material from the soil
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/1201002.impl.pdf?sfvrsn=4e48dbdc_0SS9140000
of three tests) greater than 2.5% and any individual test value more than 4.0%. The organic content, are suspected at concentrations defined by EPA, qualifying tests shall be performed. Test methods, not improve the bearing capacity of the stabilized material may be used. (see 914-3 for qualifying tests for these conditions.) The Contractor shall provide information or test results to the District, blended material shall be tested to ensure the above requirements are met before being spread
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2007/files/ss9140000.pdf?sfvrsn=9bebeaab_0