8978 search results for test
5480206-724FHWA
to clarify pH requirements and add missing language for averaging thick lift test wall to obtain target, this Section. Have the backfill material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior to placement. Submit, the following electro-chemical test criteria for determining corrosiveness: 5480206D01 Table 548-1 Electro-Chemical Test Criteria Criteria Test Method Resistivity: > 3000 ohm -·cm FM 5-551 Soluble
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/5480206-724fhwa.pdf?sfvrsn=4cee0132_19600201-723impl
in the testing will be 6,500 psi. For anchorages that will be used for tendons with flexible filler, test, tested in an unbonded state, without exceeding anticipated anchor set. 3. Average concrete bearing, Construction Specifications. 4. Test anchorages with typical local zone reinforcement shown in system drawings. 5. Test anchorages in accordance with AASHTO LRFD Bridge Construction Specifications, to attach cap to anchorage. 8. Certified test reports documenting steel chemical analysis shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/9600201-723impl.pdf?sfvrsn=47363def_1Redline eBook compressed
Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing, , or combination of numbers and letters, designates a specification, test method, or other code, , test methods, or other codes as specified in the current edition at the time of the bid opening, Laboratory. The official testing laboratory used by the Department. Major Item of Work. Any item of work, that may be subjected to the tests provided for in these Specifications to determine the materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/ebook/redline-ebook-compressed.pdf?sfvrsn=167b63fb_1Redline eBook compressed
Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing, , or combination of numbers and letters, designates a specification, test method, or other code, , test methods, or other codes as specified in the current edition at the time of the bid opening, Laboratory. The official testing laboratory used by the Department. Major Item of Work. Any item of work, that may be subjected to the tests provided for in these Specifications to determine the materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/ebook/redline-ebook-compressed19ce905ebc564bb2b0e128043bd5cef4.pdf?sfvrsn=f992884f_1Section81-100417.OLD
Program is used to check if the technician’s inspection work, sampling, test methods, and testing, and testing procedure of the testing technicians. The Independent Assurance Inspector checks the test, , and necessary tests to substantiate materials and products in conformity with the Contract Documents, the Plant’s shop drawings, fabrication process, quality controlQC testing, inspection, are considered to be qualified Plants. 8.1.5.3 Routine Inspection and Materials Testing of Qualified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/materials-manual/section81-100417-old.pdf?sfvrsn=79a378d3_1section81-10614
inspection work, sampling, test methods, and testing equipment are in compliance with applicable, technicians. The Independent Assurance Inspector checks the test methods and concrete testing, ). These requirements and activities pertain to the inspections, measurements, and necessary tests, , quality control testing, inspection, and documentation to ensure that they meet the requirements, Inspection and Materials Testing of Qualified Plants 8.1.5.3.1 General The DMRO provides inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section81-10614.pdf?sfvrsn=10d9e733_1D9950003
995 DEMOUNTABLESIGN FACE MATERIALS - CERTIFICATION. (REV11-27-00)(FA3-7-01)(1-02) ARTICLE995-3(Page976)isdeletedandthefollowingsubstituted: 995-3Certification. TheContractor shall provide the Engineer a certified test report from the manufacturer of the demountable sign face materials confirming that the requirements of this Section are met. The certified test report shall conform to the requirements of Section 6 and include test results for entrance angle, observation angle, specific
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d9950003.pdf?sfvrsn=251f74fe_0D9820002
982 COMMERCIALFERTILIZER - CERTIFICATION. (REV11-27-00)(FA3-28-01)(1-02) SECTION982(Page951)isexpandedasfollows: 982-2Certification. TheContractor shall provide the Engineer a certified test report from the manufacturer of the commercial fertilizer confirming that the requirements of this Section are met. The certified test report shall conform to the requirements of Section 6 and include test results for total nitrogen, available phosphoric acid, water-soluble potash, and sulfur
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d9820002.pdf?sfvrsn=a26687b4_0D9950003
995 DEMOUNTABLESIGN FACE MATERIALS - CERTIFICATION. (REV11-27-00)(FA3-7-01)(1-02) ARTICLE995-3(Page976)isdeletedandthefollowingsubstituted: 995-3Certification. TheContractor shall provide the Engineer a certified test report from the manufacturer of the demountable sign face materials confirming that the requirements of this Section are met. The certified test report shall conform to the requirements of Section 6 and include test results for entrance angle, observation angle, specific
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d9950003.pdf?sfvrsn=ce46a581_0D9820002
982 COMMERCIALFERTILIZER - CERTIFICATION. (REV11-27-00)(FA3-28-01)(1-02) SECTION982(Page951)isexpandedasfollows: 982-2Certification. TheContractor shall provide the Engineer a certified test report from the manufacturer of the commercial fertilizer confirming that the requirements of this Section are met. The certified test report shall conform to the requirements of Section 6 and include test results for total nitrogen, available phosphoric acid, water-soluble potash, and sulfur
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d9820002.pdf?sfvrsn=f561617_0D9950003.do
995 DEMOUNTABLESIGN FACE MATERIALS - CERTIFICATION. (REV11-27-00)(FA3-7-01)(1-02) ARTICLE995-3(Page976)isdeletedandthefollowingsubstituted: 995-3Certification. TheContractorshallprovide the Engineer a certified test report from the manufacturer of the demountable sign face materials confirming that the requirements of this Section are met. The certified test report shall conform to the requirements of Section 6 and include test results for entrance angle, observation angle, specific
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9950003.do.pdf?sfvrsn=dadbf576_0D9820002.do
982 COMMERCIALFERTILIZER - CERTIFICATION. (REV11-27-00)(FA3-28-01)(1-02) SECTION982(Page951)isexpandedasfollows: 982-2Certification. TheContractorshallprovide the Engineer a certified test report from the manufacturer of the commercial fertilizer confirming that the requirements of this Section are met. The certified test report shall conform to the requirements of Section 6 and include test results for total nitrogen, available phosphoric acid, water-soluble potash, and sulfur. Each
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9820002.do.pdf?sfvrsn=104e9c81_03340000.comm
in the testing. At the completion of each LOT, the Engineer will test a minimum of one Verification split, or minus 5 minutes, reduced to the appropriate testing size, and conditioned and tested as described, , & 334-5.7.1 state that asphalt samples may be reheated using a microwave oven prior to testing. Current, will not be used for volumetric properties determination. Response: 2. 334-5.1.2 Requires density testing, for proposing binder changes as necessary, based on testing that takes about a week to get results on. My
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/3340000-comm.pdf?sfvrsn=70d6a654_43340104.origind
verification tests to determine the acceptability of the material. Density testing for acceptance, that asphalt mixture samples be conditioned in a covered, shallow, flat pan prior to testing, that asphalt mixture samples be conditioned in a covered, shallow, flat pan prior to testing. Please, and the following substituted: 334-5.1.1 Sampling and Testing Requirements: Obtain the samples, smaller samples; one for Quality Control, one for Verification and one for Resolution testing; each
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/3340104.origind.pdf?sfvrsn=cb88c56a_09300000.comm
instances of the following example error: (red to be added) The tests for temperature, length change, . OR The temperature, length change, and time of set tests shall be performed in accordance with 930- 2.6.3 through, concrete material with water and/or mixing liquid. Prepare and test three test specimens for each age of all of the hardened tests and each level of mixing temperature in accordance with ASTM C 31, in x 8 in test cylinders to mold concrete test specimens. The maximum nominal size of the aggregate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/9300000.comm.pdf?sfvrsn=27c0b3a8_03200202.impl
and Testing. A detailed list of equipment and supplies required for each test is included in the appropriate FDOT, AASHTO, or ASTM Test Method. In the event testing equipment goes out of service during, Control Testing Requirements: Perform, as a minimum, the following activities at the testing frequencies provided in Table 320-1. QC tests used in the acceptance decision may be used to fulfill these requirements. Table 320-1 Asphalt Plant - Materials Testing Frequencies Material Property
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/3200202-impl.pdf?sfvrsn=1b2691a5_43340104-723impl
testing, at a minimum, evaluate all material located between passing QC, PC or IV test results. Any, of any asphalt mixture, submit the proposed mix design with supporting test data indicating compliance, marked variations from original test data for a mix design or any evidence of inadequate field, mixtures. 334-3.2.3.1 Coarse Aggregate Angularity: When tested in accordance with ASTM D5821, meet, Angularity: When tested in accordance with AASHTO T 304, Method A, meet the uncompacted void content
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/3340104-723impl.pdf?sfvrsn=65fa9eb4_23340104-723origind
sets of tests (PC, IV and IV check samples) in the event the Contractor requests using the PC test, mixture, submit the proposed mix design with supporting test data indicating compliance with all mix, any marked variations from original test data for a mix design or any evidence of inadequate field, to Traffic Level B mixtures. 334-3.2.3.1 Coarse Aggregate Angularity: When tested in accordance, . 334-3.2.3.2 Fine Aggregate Angularity: When tested in accordance with AASHTO T 304, Method A, meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/3340104-723origind.pdf?sfvrsn=bb1fd57f_14550502DB.FHWA
test piles or 100% dynamic testing, dynamically test the first pile(s) in each bent or pier, will provide the dynamic load test equipment and personnel for the Pile Verification Testing. Provide, or reaction piles for a load test. SUBARTICLE 455-5.8 is deleted and the following substituted, foot of gross pile area as determined by the Dynamic Load Testing (455-5.11.4). Soft material is any, % dynamic testing, determine the bearing of all piles using the data received from dynamic load
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/4550502db.fhwa.pdf?sfvrsn=cb1f45eb_09230100.FHWA
for completion of tests. The frequency of testing, by the Department, of approved sources will be as outlined in the Sampling, Testing and Reporting Guide. At the discretion of the Engineer, the Department may require additional compliance testing at any time, of any water source. 9230100 All, . Samples arriving at the laboratory shall be allowed 14 days for completion of tests. The frequency of testing, by the Department, of approved sources will be as outlined in the Sampling, Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/9230100.fhwa.pdf?sfvrsn=5cc0ab34_0