9274 search results for test
9820000SS
Certification. 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/julworkbook2006/files/9820000ss.pdf?sfvrsn=7e4a00e1_0SPI-455-154
the required number of piles, piers and/or bents and use of Test Piles. When not enough space, . For projects without Test Piles change column heading "TEST PILE LENGTH (ft.)" to "PILE ORDER LENGTH (ft
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2020/spi/spi-455-154.pdf?sfvrsn=b0d24625_2spi-455-054
as required to accommodate the required number of piles, piers and/or bents and use of Test Piles. When, of Data Tables. For projects without Test Piles change column heading "TEST PILE LENGTH (ft
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2019/spi/spi-455-054.pdf?sfvrsn=bd5185e4_6spi-455-160
and/or bents and use of Test Piles. When not enough space is available on one plan sheet, continuations, I.3 for more information regarding use of Data Tables. For projects without Test Piles change column heading "TEST PILE LENGTH (ft.)" to "PILE ORDER LENGTH (ft.)". Standard Plans Instructions Topic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2019/spi/spi-455-160.pdf?sfvrsn=fbcb8bac_6SPI-455-054
as required to accommodate the required number of piles, piers and/or bents and use of Test Piles. When, of Data Tables. For projects without Test Piles change column heading "TEST PILE LENGTH (ft
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2020/spi/spi-455-054.pdf?sfvrsn=9a5897b5_2SPI-455-060
the required number of piles, piers and/or bents and use of Test Piles. When not enough space is available, . For projects without Test Piles change column heading "TEST PILE LENGTH (ft.)" to "PILE ORDER LENGTH (ft
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2020/spi/spi-455-060.pdf?sfvrsn=a6b8d594_6spi-455-154
the required number of piles, piers and/or bents and use of Test Piles. When not enough space, . For projects without Test Piles change column heading "TEST PILE LENGTH (ft.)" to "PILE ORDER LENGTH (ft
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2019/spi/spi-455-154.pdf?sfvrsn=2fc10afc_6spi-455-060
the required number of piles, piers and/or bents and use of Test Piles. When not enough space is available, . For projects without Test Piles change column heading "TEST PILE LENGTH (ft.)" to "PILE ORDER LENGTH (ft
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2019/spi/spi-455-060.pdf?sfvrsn=c29f7eda_8SPI-455-160
and/or bents and use of Test Piles. When not enough space is available on one plan sheet, continuations, I.3 for more information regarding use of Data Tables. For projects without Test Piles change column heading "TEST PILE LENGTH (ft.)" to "PILE ORDER LENGTH (ft.)". Standard Plans Instructions Topic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2020/spi/spi-455-160.pdf?sfvrsn=e3e5f710_27100403-722impl
to test the markings within three days of receipt of the Contractor’s certification. Failure to afford the Department opportunity to test the markings will result in non-payment. The test readings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/7100403-722impl.pdf?sfvrsn=da52418a_29820200-723origind
. The Contractor shall submit to the Engineer shall collect a certified test report from, of the fertilizer label and retain according to the FDOT retention policy. The certified test reportlabel shall conform to the requirements of Section 6 and include test results for totalinclude
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/9820200-723origind.pdf?sfvrsn=e81d441c_1Highway Lighting Inventory
, then the statewide smart forms must be used. News and Updates May 18, 2020 – Soft Implementation (UNIT Test)June 1, 2020 – Hard Implementation (SYSTEM Test)July 1 – August 30 – District Data Merges (SYSTEM Test
https://www.fdot.gov/maintenance/e-maint/default.shtm/highway-lighting-inventorySPI-455-060
the required number of piles, piers and/or bents and use of Test Piles. When not enough space is available, Test Piles change column heading "TEST PILE LENGTH (ft.)" to "PILE ORDER LENGTH (ft.)". Standard
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-455-060.pdf?sfvrsn=71ad610a_1SPI-455-160
and/or bents and use of Test Piles. When not enough space is available on one plan sheet, continuations, for more information regarding use of Data Tables. For projects without Test Piles change column heading "TEST PILE LENGTH (ft.)" to "PILE ORDER LENGTH (ft.)". Standard Plans Instructions Topic
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-455-160.pdf?sfvrsn=7039a4da_1SPI-455-154
the required number of piles, piers and/or bents and use of Test Piles. When not enough space is available, Test Piles change column heading "TEST PILE LENGTH (ft.)" to "PILE ORDER LENGTH (ft.)". Standard
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-455-154.pdf?sfvrsn=3f514232_1SPI-455-054
as required to accommodate the required number of piles, piers and/or bents and use of Test Piles. When, Tables. For projects without Test Piles change column heading "TEST PILE LENGTH (ft.)" to "PILE ORDER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-455-054.pdf?sfvrsn=543d2130_19620100int
962-1.2 when impact testing is specified. Grade HPS 70W shall not be substituted for Grade HPS 50W, test reports shall identify average impact test values. Provide certifications that meet, in accordance with ASTM A709. Table 962-2 Requirements for Impact Testing Structural Steel, Notes: 1. If yield ≥15 ksi above specified grade, test temperature must drop 15°F for each 10 ksi, thickness meets mechanical property test requirements. Retreatment by re-austenitizing a lot is allowed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/9620100int.pdf?sfvrsn=9eaaa6f4_19620100ind
962-1.2 when impact testing is specified. Grade HPS 70W shall not be substituted for Grade HPS 50W, test reports shall identify average impact test values. Provide certifications that meet, in accordance with ASTM A709. Table 962-2 Requirements for Impact Testing Structural Steel, Notes: 1. If yield ≥15 ksi above specified grade, test temperature must drop 15°F for each 10 ksi, thickness meets mechanical property test requirements. Retreatment by re-austenitizing a lot is allowed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9620100ind.pdf?sfvrsn=fad2d90e_14500000SS
of the inspection and testing. Keep certified test reports for all materials incorporated, for compressive strength tests of concrete. The use of 4 x 8 inch [100 x 200 mm] test cylinders requires, ] and 4 x 8 inch [100 x 200 mm] test cylinders. For the QA tests the Engineer will use the same size test cylinders that are used for the QC sampling and testing. 450-4.2 Reinforcing Steel, Welded, and testing are performed by the Engineer to ensure that the quality and acceptability of the precast
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2006/files/4500000ss.pdf?sfvrsn=1d2a4c6b_04500000IMP
of the inspection and testing. Keep certified test reports for all materials incorporated, for compressive strength tests of concrete. The use of 4 x 8 inch [100 x 200 mm] test cylinders requires, ] and 4 x 8 inch [100 x 200 mm] test cylinders. For the QA tests the Engineer will use the same size test cylinders that are used for the QC sampling and testing. 450-4.2 Reinforcing Steel, Welded, and testing are performed by the Engineer to ensure that the quality and acceptability of the precast
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/4500000imp.pdf?sfvrsn=64464c5f_0