9037 search results for test
Historic Highway Bridges of Florida Addendum 2025
of a project on the community. UMTA also studied existing transit systems and funded test projects
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/environment/pubs/cultural-resources/historic-highway-bridges-of-florida-addendum-2025.pdf?sfvrsn=80811a36_15610200 FHWA
and product Material Safety Data Sheets (SDS), or in lieu of SDS, submit test reports showing percent, the requirements of 560-2.3. 561-2.34 Soluble Salts Test Kit: Meet the requirements of 560-2.4, initiation of dust producing operations and submit the test results to the Engineer within 72 hours, : 561-11.3 Testing and Analysis: Laboratory analyses for all waste stream and environmental samples, Environmental Laboratory Accreditation Program (NELAP) laboratory. Submit all sampling and test reports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/5610200-fhwa.pdf?sfvrsn=c859480c_15560303.FHWA
substituted: 556-4.3.2 Damaged Product Testing: When there is any indication that the installed, . 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 ofSubmit, in accordance with 4-1, the test results to the Engineer for review and approval. The Engineer, : 556-4.3.2 Damaged Product Testing: When there is any indication that the installed product has
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/5560303.fhwa.pdf?sfvrsn=b4422f44_06820202FHWA
in the video display system test the testing of each color video monitor type, each secondary display, display components as needed. 682-2.4 Testing: Submit a detailed system acceptance test plan, testing requirements, and aligns remaining content with current technologies and industry, and power supplies for the video display components as-neededas needed. 682-2.4 Testing: Submit a detailed system acceptance test plan to the Engineer for review and approval. Prepare a test plan
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/6820202fhwa.pdf?sfvrsn=92dd423d_1D3360000
tanks with a sampling device. 336-5 Testing and Certification Requirements. 336-5.1 Blending, quantity in pounds (kilograms), and viscosity results. 336-5.4 Testing of Asphalt Rubber Binder: 336-5.4.1 Quality Control Requirements: Test the asphalt rubber binder for the viscosity, the asphalt rubber binder at the project site, obtain the sample for testing from the discharge, . 336-5.4.2 Verification Requirements: The Engineer will test the asphalt rubber in accordance with FM 5-548
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d3360000.pdf?sfvrsn=d7dc91da_03360000.impl
device. 336-5 Testing and Certification Requirements. 336-5.1 Blending at Project Site: Monitor, quantity in pounds, and viscosity results. 336-5.4 Testing of Asphalt Rubber Binder: 336-5.4.1 Quality Control Requirements: Test the asphalt rubber binder for the viscosity requirement of Table 336-1, the asphalt rubber binder at the project site, obtain the sample for testing from the discharge, satisfaction. 336-5.4.2 Verification Requirements: The Engineer will test the asphalt rubber
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/3360000.impl.pdf?sfvrsn=4ddddbd8_05440000.FHWA
of all components 2. Installation manuals 3. Crash testing reports demonstrating that the system, relevant FHWA Eligibility Letters approval must submit and meet all crash testing requirements, submitted to and received by FHWA after January 1, 2011 must meet the crash test requirements of MASH-09, of all components 2. Installation manuals 3. Crash testing reports demonstrating that the system, , 2011 must meet the crash test requirements of MASH. 544-3 Installation. Handle and install
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/5440000.fhwa.pdf?sfvrsn=8bc3b368_0SS3360000
device. 336-5 Testing and Certification Requirements. 336-5.1 Blending at Project Site: Monitor, quantity in pounds, and viscosity results. 336-5.4 Testing of Asphalt Rubber Binder: 336-5.4.1 Quality Control Requirements: Test the asphalt rubber binder for the viscosity requirement of Table 336-1, the asphalt rubber binder at the project site, obtain the sample for testing from the discharge, satisfaction. 336-5.4.2 Verification Requirements: The Engineer will test the asphalt rubber
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3360000ceed4217c65e4e8b9281136b000f08b3.pdf?sfvrsn=fa57c536_04620100-723comm
harder to pass the test. The most commonly used pressure gauges are analog and testing for loss, to continue to evaluate and test some additional methods, with simplicity in mind, to ensure a dry duct, moisture into the system if the “Oil-free dry compressed” air used for testing is not monitored, longitudinal tendons (e.g. cantilever tendon) do not have the complete assembly. Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/4620100-723comm.pdf?sfvrsn=c4e978e9_19621005ind
equal to 55 (plus or minus 5) by ASTM D2240. Supply test results from the manufacturer verifying the maximum coefficient of friction between mating surfaces. Testing must be performed by an independent testing laboratory according to the manufacturer’s stated precompression values for the system, and configuration as those used in the prequalification test. Components manufactured from polyurethane, full-size specimens have been subjected to full life-cycle fatigue testing. Except for sliding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9621005ind.pdf?sfvrsn=4e75a8ca_24500000.D01.fhwa
certification and the Department’s verification tests. The sampling for verification testing, regarding the certification and/or testing of 4500000.D01 All Jobs prestressing steel, reinforcing, of products. Include in the record keeping the deficiencies found as a result of the inspection and testing. Keep certified test reports for all materials incorporated into the production of precast, for the Engineer’s inspection. 450-2.5 Quality Assurance Inspection and Testing: The Engineer will perform
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/4500000.d01.fhwa8309a21e586241b9b4f5ec161c43f73f.pdf?sfvrsn=270b96be_04500000.D01.FHWA
certification and the Department’s verification tests. The sampling for verification testing, regarding the certification and/or testing of 4500000.D01 All Jobs prestressing steel, reinforcing, of products. Include in the record keeping the deficiencies found as a result of the inspection and testing. Keep certified test reports for all materials incorporated into the production of precast, for the Engineer’s inspection. 450-2.5 Quality Assurance Inspection and Testing: The Engineer will perform
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/4500000.d01.fhwa.pdf?sfvrsn=8d10ff07_07850000.comm
-of- Potential method. Provide the Engineer with written test results for each testing location. It, for inspection, testing, and maintenance.” Does this mean the Contractor needs to install multiple pull boxes, connection. 8. 785-2.3.3 Provide a test procedure for the “fall-of-Potential” method mentioned, Specifications. 9. (blank) 10. 785-2.4.2 – SPD at Power Entry Point: “The results of testing, …” Is the Engineer supposed to review and approve these test results? Need to mention APL approval
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/7850000.comm.pdf?sfvrsn=13dbf781_04580100ind
or minus 5) by ASTM D2240. Supply test results from the manufacturer verifying the maximum coefficient of friction between mating surfaces. Testing must be performed by an independent testing, as those used in the prequalification test. Components manufactured from polyurethane compounds, 458-2 Silicone Gland Seal Requirements Property Test Method Range Durometer (Shore A) ASTM D2240 55, -size specimens have been subjected to full life- cycle fatigue testing. Obtain all joint system
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/4580100ind.pdf?sfvrsn=449ee3a7_13370000.D04.FHWA
material indicating compliance with the above tests. 337-2.6.2 Cellulose Fibers: Use cellulose, compliance with the above tests. 337-3 General Composition of Mixes. 337-3.1 General: Use, with AASHTO T312-04 and FM 1-T 209 (and conditioning prior to testing) will not be required as part, with respect to surface tolerance in accordance with 334-5.1.8. No density testing will be required, design 337-6.2.1.1 Individual Test Tolerances for FC-5 Production: In 3370000.D043 – Mixture
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/3370000.d04.fhwa.pdf?sfvrsn=2d186266_01450302.impl
and by averaging the test results for three randomly selected, representative samples from each stratum, of the reinforced fill volume if an individual test value exceeds 3.0%. Usebackfill with a maximum, test results and a certificate of compliance certifying that the fill material meets the above, a Department-approved testing laboratory for all testing. Submit an alternate design, prepared
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/1450302-impl.pdf?sfvrsn=b590297c_4SS7090000
with the Department’s Sampling, Testing a 709-2.2 Glass Spheres: Use only glass spheres listed, , Testing and Reporting Guide schedule. 709-3 Equipment. Useequipment capable of applying the Two, opportunity to test the markings will res he ppear on the materials and glass spheres packages. gs, in accordance with Florida Method FM-5-579. TheDepartment reserves the right to test the markin the Contractor’s certification. ult in non-payment. The test readings should be representative
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss7090000b9b751c946c94e26b2b079637ce863d7.pdf?sfvrsn=74e51d2f_0SS7090000
with the Department’s Sampling, Testing a 709-2.2 Glass Spheres: Use only glass spheres listed, , Testing and Reporting Guide schedule. 709-3 Equipment. Useequipment capable of applying the Two, opportunity to test the markings will res he ppear on the materials and glass spheres packages. gs, in accordance with Florida Method FM-5-579. TheDepartment reserves the right to test the markin the Contractor’s certification. ult in non-payment. The test readings should be representative
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss7090000.pdf?sfvrsn=cfc1b037_03460000FRC.origind
aggressive superstructure environments. Information source: M a terials Office, Structures Lab Testing, ) of no less than 215 psi from a test set of 5 beams in accordance with ASTM C 1399 Test Method for Determining Average Residual Strength of Fiber Reinforced Concrete. Perform the ARS test at the time the mix design is developed and submit samples to the State Materials Office for testing. ***Use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/3460000frc.origind.pdf?sfvrsn=38bc08e2_04150000FHWA
testing of the concrete used for the blocks? If so it says moist cure blocks for seven days. I am assuming at that point the Contractor can use them. We won't have results from PSI test to ensure, : Comments: Mortar Blocks 415-5.2 Will this require testing of the concrete used for the blocks, them. We won't have results from PSI test to ensure the blocks strength is equal to or greater than, because you will now have to test the concrete that is used. Jerry Florida Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul05/files/4150000fhwa.pdf?sfvrsn=83f0be6e_0