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9160000.origind
that testing equipment goes out of service, the supplier may elect to test at a qualified lab, of issue. The Department may sample and test pre-tested cut-back asphalt from the supplier’s, 97.5% HIGH FLOAT EMULSIONS Test Conditions Asphalt Emulsion Grade AE-90 Minimum/Maximum Tests, test. SPECIAL MS-EMULSION Test Conditions M i n i m u m /Maximum Tests on Emulsion: Saybolt, . EMULSIFIED ASPHALT GRADE CRS-2H Test Conditions Minimum/Maximum Tests on Emulsion: Saybolt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/9160000.origind.pdf?sfvrsn=192f3820_05480906.FHWA
will perform verification sampling and tests at a minimum frequency listed in the table below. Test, . The Engineer will perform verification tests for corrosiveness at a minimum frequency of one test per, resolution testing. The material will be sampled and tested in accordance with FM 5-550, FM 5-551, FM 5-552, laboratory designated by the SMO will perform resolution testing. The material will be sampled and tested, the required pH testing for walls. Please review and transmit your comments, if any, within two
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/5480906.fhwa.pdf?sfvrsn=c406e14f_0SmithD
/subcontractor, discrimination and sexual harassment disputes. Testimonials: “ Dr. Smith
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/smithd.pdf?sfvrsn=90c3e3e5_04620000.FHWA
to be tested by “Theoretical Elongation Verification” may be installed for test; and, (2, tests for “Tendon Modulus of Elasticity” and/or “In-Place FrictionIn Place Wobble and Friction Test, , is not permitted. Inclusion of all possible subcomponents is required for PT System and component testing, and component testing; however, subcomponents of approved systems may be eliminated from final, Prestressing Steel: (a) Furnish samples per Section 933 for testing as described herein from each
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this situation could be addressed. We have already tested some grouts that pass the tests under, a modified inclined-tube test or Test ID B should specify testing differentiated from Test ID O, Tube Test.” Test ID B Test Value. Our testing with hardened Sika300PT and Euco PTX grout supports, on 9380000: Per 938-4.2.2 Laboratory Testing: "Five Star Products strongly recommends that preparing test specimens using more water than the material manufacturer’s recommended maximum quantity
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/9380000resp.pdf?sfvrsn=8f07da64_2Section 2.4 VII
Tests The Supplier shall submit test results revealing the bond between the bar reinforcement, conditions. Use the following criteria to develop the method of testing: a) Test samples must be fabricated and tested at a laboratory certified to perform ASTM C192 and ASTM A944 testing. Topic, at least 3 samples per viscosity tested and 3 control test samples using water or mineral slurry, steps of the testing procedures and apparatus. • Test results in a tabulated format. • Signature
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/materials-manual/section-2-4-vii.pdf?sfvrsn=a5e215f3_2section2.4vii-100517
Tests The Supplier shall submit test results revealing the bond between the bar reinforcement, conditions. Use the following criteria to develop the method of testing: a) Test samples must be fabricated and tested at a laboratory certified to perform ASTM C192 and ASTM A944 testing. Topic, at least 3 samples per viscosity tested and 3 control test samples using water or mineral slurry, steps of the testing procedures and apparatus. • Test results in a tabulated format. • Signature
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/materials-manual/section2-4vii-100517.pdf?sfvrsn=92cb21be_15480906.origind
will perform resolution testing. The material will be sampled and tested in accordance with FM 5-550, FM, last paragraph clarifying the required testing for walls using metallic and for walls using, of the corrosiveness testing. Are these changes applicable to all Department jobs? Yes If not, what, clifton.harper@dot.state.fl.us Ray Haverty 850-414-4129 ray.haverty@dot.state.fl.us 5480906 All Jobs If the resolution test, . If the resolution test results do not meet the required criteria, reject the material
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for tendons with flexible filler to be fatigue tested in accordance with ETAG‐013. ETAG‐013 fatigue testing, tendons. The one system test is supplemented by the required 4 or 3 dynamic tests on single strand, be better to require all testing, including fatigue, to be done by either LRFD or ETAG‐013 specs. That way not only anchorages and couplers tested as per ETAG‐013 that meet LRFD requirements would be allowed but also new domestic developments wouldn’t need to be tested unnecessarily to a more
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/9600000.resp2.pdf?sfvrsn=529913df_0Section3.4-051018_1-19WB
American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, below. 3.4.6.2 Laboratory Testing Submit Specification Compliance (SC) test results from, five 6-inch diameter roadway cores from the field test section for testing at the SMO for bond, and implementation of the Quality Control (QC) Program for the manufacture, testing, storage, I Specifications, and Part II Tests, Washington, D.C Approved Products List (APL), Florida
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/materials-manual/section3-4-051018_1-19wb.pdf?sfvrsn=c10ac767_1Section3.4-051018_1-19WB
American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, below. 3.4.6.2 Laboratory Testing Submit Specification Compliance (SC) test results from, five 6-inch diameter roadway cores from the field test section for testing at the SMO for bond, and implementation of the Quality Control (QC) Program for the manufacture, testing, storage, I Specifications, and Part II Tests, Washington, D.C Approved Products List (APL), Florida
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/materials-manual/section3-4-051018_1-19wb.pdf?sfvrsn=e057882a_13460302.origind
14 calendar days of the 28 day compressive strength tests. Core strength test results obtained from, :NotifytheEngineeratleast48hoursbeforeplacing drilledshaft concrete. Obtain slump loss tests results demonstrating, elapsed time before drilled shaft concrete operations begin. Obtainslump loss test results from an approved laboratory or from a field demonstration. Slump loss test results for drilled shafts, in a laboratory. Obtain all other slump loss test results in the field. Technicians performing
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is the grace period for conducting additional tests? Some test definitely make sense, such as the one already in the current version of July 2016 which combines wear test and minimum bending tests, . Response: During flexible filler testing at the FDOT Structures Research Center, smooth plastic duct, installation and testing and approval processes for the ducts, their associated accessories and PT systems. ETAG themselves have not put the time table for PT suppliers to conduct the new tests or set up
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/comments-responses/9600202.resp.pdf?sfvrsn=b80cf475_01050813FHWA
a Dynamic Testing Operator (DTO) to perform the dynamic load testing of instrumented piles and test, by Rodrigo Herrera to list requirements for the dynamic testing technician for Pile Foundations, personnel to perform foundation testing, inspection of the construction activities and oversight, . Submit qualification statements for the dynamic testing, load testing and non-destructive testing personnel to be used on the project for acceptance by the Engineer. The Department will review
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/fhwa/1050813fhwa.pdf?sfvrsn=5d849970_1Section34V2-722cln
for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Specifications, and Part II Tests, Washington, D.C Approved Products List (APL) Florida Sampling and Testing, passed all testing requirements. If the material is an existing grade, it will be tested according, the field test section for testing at the SMO for bond strength in accordance with Florida Sampling, of the Quality Control (QC) Program for the manufacture, testing, storage, and transportation of asphalt
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/materials-manual/section34v2-722cln.pdf?sfvrsn=69b5fd85_42000006SS
prior to starting reduced frequency of testing. If the Verification test fails, and Quality Control test data is not upheld by Resolution testing the Quality Control testing will revert, for testing. Verification Test results will be used for material acceptance purposes for the 16 LOTs, , allow the Engineer to make density tests for the lower courses to determine that the required, as determined by FM 1-T 180, Method D. 200-7.2.2 Frequency: Conduct QC sampling and testing at a minimum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/2000006ss.pdf?sfvrsn=250c883b_04530405.impl
) will be deemed acceptable if a slant cylinder test specimen, prepared and tested in accordance, days for slow set epoxies) prior to testing. For slow-set epoxy, an additional test specimen shall, at 14 days after joining. The cement mortar/concrete material for the slant-cylinder test shall have a compressive strength of at least 4,500 psi at 28 days when tested to ASTM C39. The slant- cylinder test procedure must be in accordance with ASTM C882 with the following modifications: 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/4530405.impl.pdf?sfvrsn=55e4f28f_04530405.impl
(open time) will be deemed acceptable if a slant cylinder test specimen, prepared and tested, test shall have a compressive strength of at least 4,500 psi at 28 days when tested to ASTM C39. The slant-cylinder test procedure must be in accordance with ASTM C882 with the following, and 14 days for slow set epoxies) prior to testing. Forslow-setepoxy,anadditional test specimen, at the maximum temperature of the application range for the formulation tested. 3.Assemble
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tested in accordance with ASTM E-303 using the British Pendulum Tester and has a British Pendulum, . 5230000.D01 All Jobs The test installation shall will be tested by the manufacturer in accordance with FM, and procedures, has been tested in accordance with ASTM E-303 using the British Pendulum Tester, pavement at the crosswalk location. The test installation shall be tested by the manufacturer, submittal and testing requirements and documentation necessary for evaluation for inclusion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/5230000.fhwa.pdf?sfvrsn=4317314_07150000.impl
concrete strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying test results have been provided to the Engineer. Fillthevoids, finished grade. 715-14 Tests of Installation. Uponcompletion of the work, test the installation, necessary for making the required tests. Remove and replace any defective material or workmanship discovered as a result of these tests at no expense to the Department, and make subsequent re-tests
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