9274 search results for test
SS5460200
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_15550000.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_0SS5550000
testing, the Engineer may require at least one test. (c) A water tight pipe and joint, at the job site and agrees that proper preparations have been made. 555-3.1.1 Product Testing: When, , notify the Engineer and investigate the damage. The Engineer may require 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 for review and approval
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2013/files/ss5550000.pdf?sfvrsn=de8374ea_0GL-8B Concrete Materials (18-19)
at the jobsite prior to slump testing. Water may be added after slump testing if the test is within, , perform initial plastic properties tests on the next batch. [Spec. 346-8] MIXING AND DELIVERY, may proceed for the QC truck and the load after the QC truck while plastic properties tests, and balls. [Spec 346-6] SAMPLING AND TESTING 15. Samples must b e t a k e n a t the p o i n t of f i n, . Sampling and testing equipment in proper condition and calibration: thermometers, slump c o n e s
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/inspectguidelist/fy1819/gl-8b-concrete-materials-(18-19).pdf?sfvrsn=9b21f2f4_0spi-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_19450000.FHWA
joints have been tested at the plant hydrostatically and shown to meet the requirements of Section, . Ensurethatthepipejointshavebeentestedattheplanthydrostatically at the specified pressure using test methods in ASTM D 3212, to a 5% reduction in internal diameter using the parallel plate testing methodology of ASTM D 2412, not contact the hugger band or associated hardware. Testing shall be witnessed by the Engineer, , with a suitable wax compound. The bolts may be sampled and tested before erection or may be accepted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/9450000.fhwa.pdf?sfvrsn=cb251a1b_09450000.fhwa
joints have been tested at the plant hydrostatically and shown to meet the requirements of Section, . Ensurethatthepipejointshavebeentestedattheplanthydrostatically at the specified pressure using test methods in ASTM D 3212, to a 5% reduction in internal diameter using the parallel plate testing methodology of ASTM D 2412, not contact the hugger band or associated hardware. Testing shall be witnessed by the Engineer, , with a suitable wax compound. The bolts may be sampled and tested before erection or may be accepted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/9450000.fhwa5ee6cb48c81a4c9497359c335a80ca5f.pdf?sfvrsn=a789cd07_0DRB__ChoctawBayBridge
to push the test pile permit application non-formal (Section 7) based on the fact that the Department, assumed no link between the test pile permit process and the dredge and fill permit processes. The new requirement by the Department to perform noise monitoring during the test pile process, linked, in their position papers, by their testimony at the DRB Hearing, and the DRB’s analysis
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d3/2017/drb__choctawbaybridge.pdf?sfvrsn=25abc51a_0v1-section11-clean
properties and characteristics. (5) Evaluate obtained and submitted aggregate test results, . This includes processing techniques, sampling and testing procedures, personnel and equipment. Review the source's worksheets, test data, QC charts and corrective actions (if any, (e.g. thermometer, calipers, weights, and a tape measure) to check testing equipment at the aggregate source’s on-site laboratory. Check all equipment used for process control and acceptance testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/materialsmanual/documents/v1-section11-clean.pdf?sfvrsn=79e2be93_54100000.D02.FHWA
of 4 x 8 inch test cylinders is allowed for the testing of precast concrete box culverts, provided, test, before 28 days, by testing compressive strength cylinders that are cured under the conditions, and ASTM C 39 test methods. The use of 4 x 8 inch test cylinders is allowed for the testing, of absorption tests 4100000.D02 to one test every five LOTs when the results of five consecutive LOTs, the shipping strength test, before 28 days, by testing compressive strength cylinders
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/4100000.d02.fhwa.pdf?sfvrsn=1c52f038_04100000.d02.fhwa
of 4 x 8 inch test cylinders is allowed for the testing of precast concrete box culverts, provided, test, before 28 days, by testing compressive strength cylinders that are cured under the conditions, and ASTM C 39 test methods. The use of 4 x 8 inch test cylinders is allowed for the testing, of absorption tests 4100000.D02 to one test every five LOTs when the results of five consecutive LOTs, the shipping strength test, before 28 days, by testing compressive strength cylinders
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/4100000.d02.fhwa0368a8d7b1134ddbae2ec05aced114a0.pdf?sfvrsn=1ec4e12c_0D3350000
in a bituminous mix, as determined by laboratory tests. If the local sand deposit consists of stratified, the requirements of Section 917. 335-2.4 Testing:The Engineer will sample all materials shipped, . In addition to these requirements, include, in the mix design, test data showing that the material, Additional Tests: The Engineer will apply the provisions of 331-6.4 to Sand- Asphalt Hot Mix. 335-5 Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d3350000.pdf?sfvrsn=5815242a_0