9191 search results for test
5550000.impl
soil tight joint requirements. Conduct tests for joint integrity for one hour. The test for a soil, Product Testing: When there is any indication that the installed product has sustained damage and may, a pressure test and reserves the right to be present during the test. Perform pressure test within 24 hours, unless otherwise approved by the Engineer. Furnish a copy of test results to the Engineer, installations to be filled with excavatable flowable fill. 555-3.1.2 Testing Methods: Testing may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/5550000.impl.pdf?sfvrsn=eeae8399_05460200IMP
these requirements. Submit a certified test report to the Engineer indicating that the materials meet all, inspection by the Engineer with no further testing required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jul06/files/5460200imp.pdf?sfvrsn=afd9ef55_05460200SS
dimensions by using a self bonding overlay meeting these requirements. Submit a certified test report, with no further testing required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2006/files/5460200ss.pdf?sfvrsn=afbf9227_05460200IMP
these requirements. Submit a certified test report to the Engineer indicating that the materials meet all, inspection by the Engineer with no further testing required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/5460200imp.pdf?sfvrsn=3b536b28_05460200.impl
dimensions by using a self bonding overlay meeting these requirements. Submit a certified test report, with no further testing required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/5460200.impl.pdf?sfvrsn=ea27bc50_0SS5460200
dimensions by using a self bonding overlay meeting these requirements. Submit a certified test report, with no further testing required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss5460200.pdf?sfvrsn=8ccf6581_01050404-MM92V2.comm
) 9.2.13.2 Qualified Technicians If personnel perform concrete placment, plastic properties test, to cementitious materials ratio, they shall be certified as an ACI Concrete Field Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/1050404-mm92v2.comm.pdf?sfvrsn=e0b4dc21_01050404-MM92V2.resp
Technicians If personnel perform concrete placment, plastic properties test, such as slump, materials ratio, they shall be certified as an ACI Concrete Field Testing Technician Grade I Please
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/1050404-mm92v2.resp.pdf?sfvrsn=6d751199_05460200SS
dimensions by using a self bonding overlay meeting these requirements. Submit a certified test report, with no further testing required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/5460200ss838a9468ea6e464d98ccfffbee523174.pdf?sfvrsn=d38cc4e5_05460200SS
dimensions by using a self bonding overlay meeting these requirements. Submit a certified test report, with no further testing required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/5460200ss.pdf?sfvrsn=2f3e0c5c_0SS5460200
dimensions by using a self bonding overlay meeting these requirements. Submit a certified test report, with no further testing required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss5460200.pdf?sfvrsn=1503e428_0SS5460200
test report to the Engineer indicating that the materials meet all requirements specified. Before, with no further testing required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss5460200.pdf?sfvrsn=514b9d17_06850000-723impl
, parts layout and parts lists. 685-4 Testing. Provide a field acceptance test plan to the Engineer for approval at least 14 days prior to commencement of testing. After approval of the acceptance test plan, perform testing of the installed UPS and RPMU equipment. Furnish all equipment, software, and supplies necessary for conducting the test. 685-5 Warranty. Ensure the UPS includes, , placement, and testing of all equipment and materials as specified in the Contract Documents, and all
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/6850000-723impl.pdf?sfvrsn=9400c386_1spi-521-510
non-proprietary crash tested concrete barrier / noise wall combination for use on FDOT retaining, on the recommendation by the crash test researchers at Texas Transportation Institute (TTI). Although the TL-4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2019/spi/spi-521-510.pdf?sfvrsn=14973052_6SPI-521-510
non-proprietary crash tested concrete barrier / noise wall combination for use on FDOT retaining, on the recommendation by the crash test researchers at Texas Transportation Institute (TTI). Although the TL-4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2020/spi/spi-521-510.pdf?sfvrsn=1117443a_2SPI-521-510
non-proprietary crash tested concrete barrier / noise wall combination for use on FDOT retaining, on the recommendation by the crash test researchers at Texas Transportation Institute (TTI). Although the TL-4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-521-510.pdf?sfvrsn=1bd092ab_1SDB17-07
installations: Projects let prior to July 1, 2018: Have been successfully crash tested to Test Level 4, been successfully crash tested in accordance with LRFD and MASH to: Test Level 3 (minimum, successfully crash tested to Test Level 3 (minimum) in accordance with LRFD and either NCHRP Report 350 or MASH. Projects let January 1, 2020 and later: Have been successfully crash tested to Test Level, successfully crash tested to Test Level 2 (minimum) in accordance with LRFD and either NCHRP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/content/design/bulletins/sdb17-07.pdf?sfvrsn=df1218f2_09600202.origind
in this Section to perform all testing and to provide submit certified test reports for materials, than 20 minutes. 2.Remolded finished material has a minimum failure time of three hours when tested, States, only if the facility is pre-approved by the State Materials Office. Conform all testing procedures used for materials or components to applicable American Society of Testing and Materials, : 960-3.2.1.1FillerContainmentAssembly Pressure Test: 1. A s s e mble a n c h o r a g e a n d a n c h o r a ge cap
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9600202.origind.pdf?sfvrsn=16e99277_09330100-122origind
and the producer’s certified mill analysis certifying that the test results meet the specification limits of ASTM, , all test results required by ASTM A416 and ASTM A1114. Include the modulus of elasticity expressed, submit to the State Materials Office (SMO), a test report of the physical and mechanical property requirements in Table 933-3. Qualification testing shall be conducted by an independent laboratory approved by the Department for performing the FRP test methods. Three production LOTS shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/9330100-122origind.pdf?sfvrsn=c30e5108_2330090405FHWA
structures, ramps, acceleration/deceleration lanes and other areas not suitable for testing with the laser profiler, will be tested and accepted by straightedging. Test all pavement lanes and ramps, with the laser profiler, will be tested and accepted by straightedging. Test all pavement lanes and ramps, 4-23-24) SUBARTICLE 330-9.4.5.1 is deleted and the following substituted: 330-9.4.5 QC Testing, is by straightedge testing, Sstraightedge these areas of the final Type SP structural layer in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/330090405fhwa.pdf?sfvrsn=d1d76b9d_1