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3460000.impl
samples or test cylinders. Submit the results of the laboratory trial batch tests and field, cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take, performing such tests. Perform slump loss testing of the drilled shaft mix using a laboratory, tests: (1)Preparethemix for the slump loss test at a temperature consistent with the highest, for QC tests as the Department uses for Verification testing. When using pressure type meters, use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/3460000.impl.pdf?sfvrsn=1e630140_0SS3460000
or test cylinders. Submit the results of the laboratory trial batch tests and field demonstration, test specimens to the Engineer for resistivity testing before mix design approval. Take, such tests. Perform slump loss testing of the drilled shaft mix using a laboratory acceptable, tests as the Department uses for Verification testing. When using pressure type meters, use, as required by the Engineer for verification testing. When the Engineer’s verification test results do
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss3460000.pdf?sfvrsn=821cb5d0_0SS3460000
. Perform rapid chloride permeability or surface resistivity tests on the core samples or test, test specimens to the Engineer for resistivity testing before mix design approval. Take, determined by the concrete producer for each mix design to be tested. Record and certify test results, for verification testing. When the Engineer’s verification test results do not compare with the QC plastic, and the QC testing is identified in the IA Checklist Criteria. When a test does not compare
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3460000.pdf?sfvrsn=1192a65b_0SS3460000
. Perform rapid chloride permeability or surface resistivity tests on the core samples or test, test specimens to the Engineer for resistivity testing before mix design approval. Take, determined by the concrete producer for each mix design to be tested. Record and certify test results, for verification testing. When the Engineer’s verification test results do not compare with the QC plastic, and the QC testing is identified in the IA Checklist Criteria. When a test does not compare
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3460000fb6feeb5634142619205128961aff379.pdf?sfvrsn=3ef4596b_09600000.resp
components are tested (i.e. exclude segmental couplers in the full scale tests), using concrete, ghunsicker@structural.net Comments: (12-14-16) 1. 960-2.4. Which performance properties need to be tested, specification (referencing fib 7 instead of fib 75) for the system leak tightness test (System Assessment Test B.5 in fib 75) be given where used for grouted tendons (now primarily cantilever tendons, significant new testing and potentially modifications for this requirement. The primary change
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/comments-responses/9600000.resp.pdf?sfvrsn=99e1bdb_0SunGuide-SIP-8 2
to be tested .................................................................... 12 9.3 Test, : text of the requirement These test procedures are designed to be generic for any SunGuide testing activity. The tests that will be performed at SwRI during the Factory Acceptance Test (FAT, with this integration case that will be tested during the formal acceptance testing of the SunGuide software, the requirements associated with testing the new C# NTCIP CCTV driver. 4.2 Requirements to be tested
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for completion of tests. The frequency of testing, by the Department, of approved sources, Laboratory. Ensure the water test results from the testing lab are submitted to the concrete production, with District Materials personnel in the QC Program process and sampling and testing frequency. Proposed, language that requires the laboratory performing the Producer testing be qualified. This is a new, and to add the requirement to use an accredited lab for water testing. Please share this proposal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jan11/files/9230000.origind.pdf?sfvrsn=d9c33f90_03500902-723 FHWA
substituted: 350-9.2 Sampling Frequency for Quality Control Tests: Sample and test concrete of each, . 350-9.2.1 Reduced Frequency for Quality Control Tests: Reduced frequency for testing may be requested, on the current project. Only one sample can be taken from each LOT. Test data must be from sample(s) tested, substituted: 350-9.2 Sampling Frequency for Quality Control Tests: Sample and test concrete of each, . 350-9.2.1 Reduced Frequency for Quality Control Tests: The LOT size for reduced testing frequency
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/3500902-723-fhwa.pdf?sfvrsn=c9b788e8_1Quality Audit Templates
& Quality Control As-Built Guidelines As-Built Document Acceptance Testing Feature Import Templates Testing GPS Mapping Testing ITSFM Attribute Forms Testing As-built Plans Testing Quality Audit Templates All ITS as-built deliverables from the contractor must be tested, of each audit will include: Audit details Test results The auditor’s recommendation for FDOT, and attributes will be scored during acceptance testing. ITSFM Data Collection Form Audit Report
https://www.fdot.gov/traffic/itsfm/new-construction/construction-engineering/as-built-acceptance-testing/quality-audit-templates.shtml9160000SS
for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate it, Sample Testing Program shall be a minimum of 3 for each test. A rating of less than 3 shall require, , samples shall be obtained by the supplier and tested for Quality Control testing in accordance, . TheDepartment may sample and test pre-tested cut-back asphalt from the suppliers storage tank, EMULSIONS Test Conditions Asphalt Emulsion Grade AE-60 Minimum/Maximum Tests on Emulsion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2006/files/9160000ss.pdf?sfvrsn=bdf6d867_0SS9160000
for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate it, Sample Testing Program shall be a minimum of 3 for each test. A rating of less than 3 shall require, , samples shall be obtained by the supplier and tested for Quality Control testing in accordance, for Quality Control Testing Dynamic Shear Rheometer, AASHTO T315 G * /sin δ, Test Temperature, of issue. TheDepartment may sample and test pre-tested cut-back asphalt from the suppliers storage tank
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss9160000.pdf?sfvrsn=a335e9e1_0SS9160000
for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate it, Sample Testing Program shall be a minimum of 3 for each test. A rating of less than 3 shall require, , samples shall be obtained by the supplier and tested for Quality Control testing in accordance, for Quality Control Testing Dynamic Shear Rheometer, AASHTO T315 G * /sin δ, Test Temperature, of issue. TheDepartment may sample and test pre-tested cut-back asphalt from the suppliers storage tank
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss9160000bda11593656d40bf8337c29831b74163.pdf?sfvrsn=ad50514e_09600201.origind
%ofPTsteelguaranteedultimate tensile strength (GUTS) when tested in an unbonded state, without exceeding anticipated, )Testanchoragewithtypicallocalzonereinforcement shown in system drawings. (e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/9600201.origind.pdf?sfvrsn=6cdbc79d_010-28-21-Final-Exec-Comm-Meeting-Agenda
of the proceedings is made which record includes testimony and evidence upon which appeal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2021/10-28-21-final-exec-comm-meeting-agenda.pdf?sfvrsn=36106339_1Small-to-Medium-Sized-MPOs-Agenda-July-31-2019
record of the proceedings is made which record includes testimony and evidence upon which appeal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2019/small-to-medium-sized-mpos-agenda-july-31-2019.pdf?sfvrsn=329cba32_1MPOAC-Policy-Tech-Agenda-07-10-2019
of the proceedings is made which record includes testimony and evidence upon which appeal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/mpoac_website/meetings/2019/mpoac-policy-tech-agenda-07-10-2019.pdf?sfvrsn=b33d8e3_19450000Respon2
hydrostatic joint test procedure for metal pipe no longer requires that the pipe joint be tested, language, ensure that the pipe joints have been hystostatically tested at the plant at the specifified, ****************************************************************************** Tonni Brush 945-2.3 Certification of Tests: For all aluminum materials, test certifications as specified in 9652, shall be furnished. 9652 should be 965-2, performance in plant testing. At that meeting, both you and the State Structures Design Engineer, William
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settlement test. ASPHALT EMULSION GRADE RS-1h Test Conditions Minimum/Maximum Tests on Emulsion, Portion 500ºF. Dist (b) maximum 3% by volume Tests on Residue From Distillation Test: Penetration, . Distillation. (b) maximum 3% by volume Particle charge positive Tests on Residue From Distillation Test, Content 500°F. Distillation maximum 1% by volume Sieve Test maximum 0.30% (a) Tests on Residue From, TACKS NTCRS-1hM Test Conditions Minimum/Maximum Tests on Emulsion: Saybolt Furol Viscosity 77°F
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2014/files/ss9160000.pdf?sfvrsn=c77f35dc_06200401.origind
(IEEE) Standard 81.If fall-of-potential tests cannot be performed, it is acceptable to measure resistance at each accessible ground rod using a clamp-on ground resistance tester. Submit toProvide the Engineer with written, certified test results for each testing location. Illegible hand-written results are not acceptable. SubmitProvide the following information on the test results: 1.Theformal, and document earth/ground resistance, soil resistivity, and current flow. Conduct the test by using
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testing (proof, performance, and creep tests). Suggest to replace the phrase “a performance test” to “an anchor load test”. Response: Agree. Text changed to “soil anchor testing.” Change made. 5, tested anchor when the anchor is unloaded. This load is left in the anchor to keep the testing, independently commented that in the interest of safety during testing, 0.95 Fy should be changed to 0.90 Fy, at a force level greater than its design load for testing purpose. Based on the revised specifications
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