9274 search results for test
D4600000.do
Quality Certification for Simple Steel Bridge. Perform fabrication and non-destructive testing, . For tubular components, perform fabrication and non-destructive testing in accordance with AWS D1.1. Perform
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d4600000.do.pdf?sfvrsn=d44a3f83_07130200.origind
of the materials in accordance with the Department’s Sampling, Testing and Reporting Guide schedule, immediately following the paving operation. Conduct field testing in accordance with FM 5-541 and FM 5-579
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/7130200.origind.pdf?sfvrsn=de2a1c32_04500014Origin
with review of the proposal, including the cost of any and all engineering evaluation and/or testing, include but are not necessarily limited to re-inspection, testing, reduced durability, or increased
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/4500014origin.pdf?sfvrsn=2ee1e7e1_03340203_spec_changes
for a project to undergo specific testing requirements and be limited to 2000 tons. The SMO felt, did not add back all of the initial production LOT testing requirements. 3. Subarticle 334-5.1.3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/3340203_spec_changes.pdf?sfvrsn=e0ebb48d_03501204.FHWA
means acceptable to the Engineer, which may include non-destructive testing methods. 3501204.D01, -destructive testing methods
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/3501204.fhwa.pdf?sfvrsn=79aefe8a_05260301.FHWA
to require sampling for testing of roadway pavers only. Testing and acceptance of sidewalk pavers
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/5260301.fhwa.pdf?sfvrsn=243261e7_0Gusset_Plates_Technical_Advisory_01-29-10
testing (UT) methods for thickness measurement as the most appropriate NDE technology to assess gusset plate condition when corrosion is evident. Ultrasonic testing is a proven field ready technology
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/maintenance/maintenance/str/in/gusset_plates_technical_advisory_01-29-10.pdf?sfvrsn=ba61c2e8_05230200FHWA
with the Department’s Sampling, Testing and Reporting Guide schedule. ARTICLE 523-3 is deleted and the following, in accordance with the Department’s Sampling, Testing and Reporting Guide schedule. ARTICLE 523-3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/5230200fhwa.pdf?sfvrsn=76ff7b64_14520402-722FHWA
of Section 462 and used in field mock-up testing. Components are not interchangeable and must comply, in field mock-up testing. Components are not interchangeable and must comply with the details
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/4520402-722fhwa.pdf?sfvrsn=83ba5eb1_26330600-122FHWA
, will include furnishing, placement, and testing of all material, and for all tools, labor, equipment, , will include furnishing, placement, and testing of all material, and for all tools, labor, equipment
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/6330600-122fhwa.pdf?sfvrsn=e9aef495_20060401-122origind
contain at a minimum: 1. Description of the defective materials. 2. Supporting information, testing, . Proposed testing laboratories, qualified in accordance with Section 105-7. Upon approval
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/0060401-122origind.pdf?sfvrsn=b9db55bc_29900201.FHWA
) 2. User manuals 3. Crash testing reports 4. All relevant FHWA Eligibility Letters 9900201 All, testing reports 4. All relevant FHWA Eligibility Letters
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/fhwa/9900201.fhwa.pdf?sfvrsn=64fe85b7_05210000.FHWA
responsibility for performance of all quality control testing and inspections required by Sections 346 and 400 for barrier wall construction. Perform all Quality Control Testing and inspections using CTQP qualified testing personnel. Perform compressive strength testing in a laboratory inspected, ; therefore, assume responsibility for performance of quality control testing and inspections required by Sections 346 and 400 . Perform all Quality Control Testing and inspections using CTQP qualified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/5210000.fhwa.pdf?sfvrsn=caba1862_03300902.FHWA
course mixtures, in areas not defined as density testing exceptions per 334-5.1.2, obtain, mixtures, in areas not defined as density testing exceptions per 334-5.1.2, obtain for the Engineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/3300902.fhwa.pdf?sfvrsn=21af8ab2_07060400.FHWA
to the bonding surface using bituminous adhesives only. The Engineer will conduct field testing, . The Engineer will conduct field testing in accordance with FM 5-566. Correct RPMs not applied in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/7060400.fhwa.pdf?sfvrsn=fbe776ee_0D4600000.do
Quality Certification for Simple Steel Bridge. Perform fabrication and non-destructive testing, . For tubular components, perform fabrication and non-destructive testing in accordance with AWS D1.1. Perform
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4600000.do.pdf?sfvrsn=9ef57e46_04510802.FHWA
testing and stressing. For strand tendons with encapsulation over the unbonded length, provide, during testing and stressing. For strand tendons with encapsulation over the unbonded length, provide
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/4510802-fhwa.pdf?sfvrsn=38d5fa59_21050302-MM11.3.origind
ORIGINATION FORM Date: 4/22/2014 Originator: Steve Duke Contact Information: steveduke@dot.state.fl.us, State Materials Office, 352-955-6682 Specification Title: 11.3 Advanced Ultrasonic Testing Specification Section, Article, or Subarticle Number: 105-3.2 Why does the existing language need to be changed? No change, new Section to the Materials Manual. Summary of the changes, Ultrasonic Testing. These revisions were proposed by the State Materials Office. Use the temporary
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/1050302-mm11.3.origind.pdf?sfvrsn=da719c6f_01050102.origind
for sampling, testing and inspection. Notify the Engineer, prior to placing orders for materials, engineer, and on site QC inspectors/technicians to provide complete QC inspections and testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/1050102.origind.pdf?sfvrsn=b8385ea6_07850302.FHWA
the requirements of 105-3. Assume responsibility for performance of all quality control testing and inspection, the requirements of 105-3. Assume responsibility for performance of all quality control testing and inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/7850302.fhwa.pdf?sfvrsn=9aaebad0_0