9274 search results for test
7000000.impl
2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders, tested, will allow a cast base, provided the Contractor submits test reports giving evidence that the base, tests and submit certified reports for one base to be used with each pole size. Use Alloy A 356-T6
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/7000000.impl.pdf?sfvrsn=2f0b1c60_0SS7000000
from tests on a minimum of two test cylinders, tested in accordance with Section 346, submits test reports giving evidence that the base to be used for each pole size is as strong as the pole with which it is to be used. Perform physical tests and submit certified reports for one base
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2008/files/ss7000000.pdf?sfvrsn=2be312fd_0SS7000000
strength is at least 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders, tested in accordance with Section 346. Erectthesigns and sign structures in accordance, the Engineer will allow a cast base, provided the Contractor submits test reports giving evidence, physical tests and submit certified reports for one base to be used with each pole size. Use Alloy
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss7000000.pdf?sfvrsn=5cd6a3c9_04500000.origind
keeping the deficiencies found as a result of the inspection and testing. Keep certified test, and the Department’s verification tests. The sampling for verification testing will be performed, ) activities including the verification and Independent Assurance inspection and testing are performed, regarding the certification and/or testing of prestressing steel, reinforcing steel, concrete materials, time for the Engineer’s inspection. 450-2.5 Quality Assurance Inspection and Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/4500000.origind.pdf?sfvrsn=55bb903f_06490000-2.FHWA
strength and verifying test results have been provided to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders prepared and tested in accordance with ASTM C31, and verifying test results have been provided to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders prepared and tested in accordance with ASTM C31 and ASTM C39. Before
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/6490000-2.fhwa.pdf?sfvrsn=cd91b0e2_0STN Maintainer
. By conducting the training in this manner, students will each have the confidence and well-tested
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/train-curriculum/stn-maintainerITS Maintainer
the confidence and well-tested capability to utilize the ITSFM to full capacity immediately after
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/train-curriculum/its-maintainerGL-13 (FY17-18)
] 5. Pavement markings which do not appear to meet the initial retroreflectivity are tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1718/gl-13-(fy17-18).pdf?sfvrsn=1c7ca7fe_0Item2_TicketlessAsphaltPresentation
• Getting the Bugs Out – Tested in Lab – Using actual paving data from Completed Job • Pilot
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/publications/meetingminutes/dce/2012/march_attach/item2_ticketlessasphaltpresentation.pdf?sfvrsn=5fbd684c_2GL-13 (FY18-19)
and 700-106] 5. Pavement markings which do not appear to meet the initial retroreflectivity are tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1819/gl-13-(fy18-19).pdf?sfvrsn=55335c48_04300300.resp
, the State Hydraulics Engineer. In the time it would take another supplier to get their product tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/4300300.resp.pdf?sfvrsn=8850ef4e_0D0060067
006 CONTROLOFMATERIALS. (REV9-4-01)(FA1-3-02)(7-02) ARTICLE6-7(Page54)isdeletedandthefollowingsubstituted: 6-7Defective Materials. TheDepartment will consider the following materials as defective: all materials not meeting the requirements of these Specifications; segregated materials, even though previously tested and approved; materials that are or have been improperly stored; and materials that are mixed with an excess of clay, coal, sticks, burlap, hay, straw, loam or earth
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d0060067.pdf?sfvrsn=311d07f8_0D0060067
006 CONTROLOFMATERIALS. (REV9-4-01)(FA1-3-02)(7-02) ARTICLE6-7(Page54)isdeletedandthefollowingsubstituted: 6-7Defective Materials. TheDepartment will consider the following materials as defective: all materials not meeting the requirements of these Specifications; segregated materials, even though previously tested and approved; materials that are or have been improperly stored; and materials that are mixed with an excess of clay, coal, sticks, burlap, hay, straw, loam or earth
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d0060067275e4e0f7fee483f93fca7a1e87114f6.pdf?sfvrsn=26a6b03c_0SPI-515-070
Standard Plans Instructions Topic No. 625-010-003 Index 515-070 Aluminum Pipe Guiderail FY 2019-20 1 Index 515-070 Aluminum Pipe Guiderail Design Criteria Americans with Disabilities Accessibility Guidelines (ADAAG), 2004 as adopted with amendments by the USDOT under 49 CFR Part 37 Transportation for Individuals with Disabilities, Adoption of New Accessibility Standards Design Assumptions and Limitations The Aluminum Pipe Guiderail, Index 515-070 was tested by the FDOT Structural
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2020/spi/spi-515-070.pdf?sfvrsn=e59b3839_2SPI-700-010
Standard Plans Instructions Topic No. 625-010-003 Index 700-010 Single Column Ground Signs FY 2018-19 1 Index 700-010 Single Column Ground Signs Design Criteria AASHTO LRFD Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals (LRFDLTS-1) ; Structures Manual (SM) , Volume 3, FDOT Modifications to LRFDLTS-1; Structures Manual (SM) Introduction, I.6 References; FDOT Design Manual (FDM) Both fabricated and cast base assemblies were impact tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2019/spi/spi-700-010.pdf?sfvrsn=fc1cf9e4_6SPI-515-070
Standard Plans Instructions Topic No. 625-010-003 Index 515-070 Aluminum Pipe Guiderail FY 2018-19 1 Index 515-070 Aluminum Pipe Guiderail Design Criteria Americans with Disabilities Accessibility Guidelines (ADAAG), 2004 as adopted with amendments by the USDOT under 49 CFR Part 37 Transportation for Individuals with Disabilities, Adoption of New Accessibility Standards Design Assumptions and Limitations The Aluminum Pipe Guiderail, Index 515-070 was tested by the FDOT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2019/spi/spi-515-070.pdf?sfvrsn=1a53e844_6SPI-700-120
Standard Plans Instructions Topic No. 625-010-003 Index 700-120 Enhanced Highway Signing Assembly FY 2019-20 1 Index 700-120Enhanced Highway Signing Assembly Design Criteria FDOT Design Manual (FDM) Design Assumptions and Limitations The designs shown in Index 700-120 are based on systems crash tested for compliance with the AASHTO Manual for Assessing Safety Hardware (MASH). Modifications to these designs may significantly affect the crashworthiness of the system and should
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2020/spi/spi-700-120.pdf?sfvrsn=377960a4_2SPI-700-010
Standard Plans Instructions Topic No. 625-010-003 Index 700-010 Single Column Ground Signs FY 2019-20 1 Index 700-010Single Column Ground Signs Design Criteria AASHTO LRFD Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals (LRFDLTS-1); Structures Manual (SM), Volume 3, FDOT Modifications to LRFDLTS-1; Structures Manual (SM) Introduction, I.6 References; FDOT Design Manual (FDM) Both fabricated and cast base assemblies were impact tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2020/spi/spi-700-010.pdf?sfvrsn=dcaf0c63_2SS5705000-i16488
of _________ pounds per acre. Material may be sampled and tested at any time as determined
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/maintenance/finalized/ss5705000-i16488.docx?sfvrsn=e0ef85e6_2SS5705000
of _________ pounds per acre. Material may be sampled and tested at any time as determined
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/maintenance/finalized/ss5705000.docx?sfvrsn=a81b77d6_2