9037 search results for test
SS5460200
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_01050302_MM8.1.comm
to clarify requirements for concrete field and lab testing at the production facility, specifically, for, but there is no indication to that intent. The purpose of the testing is to ensure the plant's QC plan, by the results of these samples. This testing frequency and requirements need to be clarified, Office for testing. Properly identify, tag, and store the remaining samples for future testing, , the State Materials Office will test the third sample to confirm material acceptability. The LOT
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/1050302_mm8-1-comm.pdf?sfvrsn=15a221e2_43301200COMM
Testing for Surface Tolerance Username: Frank M. Kreis UserEmail: frank.kreis@dot.state.fl.us, two years by the manufacturer. 3) 33012.4.2 Test Method: Change the location of the operation of the rolling straightedge from "outside wheel path" to "centerlane" of each lane being tested, : 3301200-Surface Requirements-Acceptance Testing for Surface Tolerance Username: Kim Smith UserEmail, testing for roadways with design speeds of 50 MPH and above? That Special Provision states
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/3301200comm.pdf?sfvrsn=7c3ed80b_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_29600202.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_0330090405FHWA
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_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_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_1v1-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_011200grp
: panelStandard:1 levels:GSCOLORFILL|GSBWFILL|GSOUTLINE panelStyle:TestBorder.ssi panelName:name
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/content2/roadway/ds/10/idx/11200grp.pdf?sfvrsn=c1f5cb6_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_0D3350000.do
in a bituminous mix, as determined by laboratory tests. If the local sand deposit consists, 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/specifications/by-year/2003/january-2003/workbook/d3350000.do.pdf?sfvrsn=aad602b5_0