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5480206.origind
material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior to placement. Submit a certification, signed, test criteria for determining corrosiveness: Criteria Test Method Resistivity: > 3000 ohm -·cm FM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/5480206-origind.pdf?sfvrsn=2500316d_24530000.origind
for the slant-cylinder test shall have a compressive strength of at least 4,500 psi at 28 days when tested, to testing. For slow-set epoxy, prepare an additional test specimen and test it to failure at 36, of ASTM C881. For the properties listed below, modify the ASTM test procedures as noted. The components of the epoxy-bonding agent shall be conditioned to the temperature at which testing is to be done prior to mixing the test specimen. 453-4.5.2 Contact Time (Open Time) and Contact Strength
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/4530000.origind.pdf?sfvrsn=ae0ef95b_05480100.FHWA
material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior to placement. Provide Submit a signed and sealed, that meets the following electro-chemical test criteria for determining corrosiveness: Criteria Test M e
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/5480100.fhwa.pdf?sfvrsn=795034e9_0SS9370000
List. The application shall be made in accordance with Section 6 and shall include certified test reports from an independent testing laboratory which shows the material system meets all, 5-568): When tested in accordance with FM 5-568, the adhesive bonding material system, for general, removal of the 42 day load, the uniform bond Stress from a subsequent Confined Tension Test shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss9370000.pdf?sfvrsn=7f18c06_0SS4530000
time) will be deemed acceptable if a slant cylinder test specimen, prepared and tested in accordance, . For the properties listed below, modify the ASTM test procedures as noted. The components of the epoxy-bonding agent shall be conditioned to the temperature at which testing is to be done prior to mixing the test specimen. 453-4.5.2 Contact Time (Open Time) and Contact Strength: The contact time, ............................ 1,000 psi at 14 days after joining The cement mortar/concrete material for the slant-cylinder test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss4530000.pdf?sfvrsn=4fcff1ba_0CM-660-07 Automatic Vehicle Identification Detection System
in this field. Physical Inspection TERL Test Cases (Steps): AVI002 (Step 1) FORMTEXT FORMTEXT, Indicate location of requested information in submittal. TERL Test Cases (Steps): AVI001 (Step 1, and Physical Inspection FORMTEXT Indicate location of requested information in submittal. TERL Test, Indicate location of requested information in submittal. TERL Test Cases (Steps): AVI001 (Steps, the environmental requirements of NEMA TS-2. FORMDROPDOWN Provide the following: A third party test
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) No hydrostatic test required (2) Dimensional tolerances only Unless otherwise tested and approved, at least one test. a. 556-4.3.2 Drainage Application Testing (Under Pavement): The Department, and the following substituted: 556-4.3 Testing: 556-4.3.1 Testing Requirements: Ensure all casing joints meet the Department’s watertight pressure requirements in accordance with Section 430. Testing may consist of one of the following methods but must always meet or exceed Department testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/5560102.origind.pdf?sfvrsn=26ffab39_04620400.fhwa
establish, through testing, the minimum bending radius for the duct. The test consist, for Methacrylate and to delete the field conducted wick induced bleed test. If you have any questions, tensile strength of the prestressing steel, when tested in an unbonded state, without exceeding, with the “AASHTO LRFD Bridge Design Specifications”. Test and provide written certification that anchorages meet or exceed the testing requirements in the AASHTO LRFD Bridge Construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/4620400.fhwaba2b56f253534d15b1bb01c184a472ef.pdf?sfvrsn=d9abaf1a_0State Materials Office Contacts
Unit ManagerVacantState Geotechnical Materials EngineerTelephone: 352-955-2924Fax: 850-412-8270 Earthwork OperationsDino Jameson, P.E.Earthwork EngineerTelephone: 352-955-2933Fax: 850-412-8102 dino.jameson@dot.state.fl.us Field Operations and Test PitDino Jameson, P.E.Soils Field Operations EngineerTelephone: 352-955-2933Fax: 850-412-8102 dino.jameson@dot.state.fl.us Foundations, Soils and Aggregate AcceptanceJohn Shoucair, P.E.Geotechnical Materials EngineerTelephone: 352-955-2925Fax
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/geotechnical-staff-directory/2422bc0e-46ca-4687-8975-652a0508775f9310201.comm
test report mill analysis from the manufacturer of the sheet metal bottom strips confirming that the requirements of this Section are met including test results for thickness, dimension, grade, length, size, and spacing and lap of splices. The certified test report shall conform to the requirements of Section 6 and include test results for thickness, dimension, grade, length, size
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/9310201.comm.pdf?sfvrsn=eb45199_09310101.impl
randomly by the Department and manufacturer’s certified mill analysis of test results meeting, additional requirements. Randomly taken test samples and certification of test values, representing each, . Randomly taken test samples shall be cut from bundled steel that is shipped to the jobsite
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****************************************************************************** t.state.fl.us -955-2903 serFAX: OMMENT: (not and requirement should be 0.01 max. Particle charge should be deleted as it is not levant RESPONSE TO 9160401 INDUSTRY REVIEW COMMENTS Gale Page UserEmail: gale.page@do UserTel: 352 U C There were some requirements for NTSS-1h that are incorrect. Sieve Test: delete conditions relevant) re
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the Engineer a certified test report mill analysis from the manufacturer of the sheet metal bottom strips confirming that the requirements of this Section are met including test results for thickness, dimension, grade, length, size, and spacing and lap of splices. The certified test report shall conform to the requirements of Section 6 and include test results for thickness, dimension, grade
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/9310201.resp.pdf?sfvrsn=a76c8259_03340203-722comm
don’t think it’s a good ideal to completely eliminate the PC test data from the EAR process…if I am reading that correctly…even if it did not compare with the IV test results all data should, a delineation we sample from good PC sample to good PC sample. PC test really help us on the material limits because a pay sample might be from the day before. I believe PC test must/needs to be used for any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/3340203-722comm.pdf?sfvrsn=7c3276ea_29670301-2.impl
with Section 6 and include the following: 1. Test reports from an independent laboratory showing the product meets all crash test requirements of MASH. 2. Test reports from an independent laboratory showing the composite material meets the following physical requirements: Composite Block Test Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/implemented/9670301-2.impl.pdf?sfvrsn=737b802b_09230300.resp
9230300 WATER FOR CONCRETE INTERNAL/INDUSTRY REVIEW COMMENTS ****************************************************************************** Chad Rucks 772-429-4938 chad.rucks@dot.state.fl.us Comments: (12-17-15) For SM 2320 B the standard methods reference Alkalinity, but not acidity. Recommend removing “Acid” from the chemical test name in the table and just have “Alkalinity”. Response: Change made. ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/9230300.resp.pdf?sfvrsn=af8f127_09230300.comm
9230300 WATER FOR CONCRETE INTERNAL/INDUSTRY REVIEW COMMENTS ****************************************************************************** Chad Rucks 772-429-4938 chad.rucks@dot.state.fl.us Comments: (12-17-15) For SM 2320 B the standard methods reference Alkalinity, but not acidity. Recommend removing “Acid” from the chemical test name in the table and just have “Alkalinity”. Response: ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/9230300.comm.pdf?sfvrsn=f1ab6d80_0d4-d6-qar-checklist--5-03-2022
FDOT MATERIALS ACCEPTANCE QUALITY ASSURANCE REVIEW CHECKLIST FOR LOCAL AGENCIES Project FIN: Contract No: Local Agency: Project Administrator: Project Description: Date of Review: Reviewer Name: Reviewer Signature: Local Agency Rep Name: Local Agency Rep Signature: Items to be Checked and Verified: Asphalt, Concrete & Earthwork Items Comments Quantities oPlan vs. Actual Test Requirements oTest Frequency oNo. of Test Required oNo. of Test Taken Test Reports
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tests (FATs). Develop and submit a test plan for FATs to the Engineer for consideration, General: Subject the Device Server to field acceptance tests (FATs). Develop and submit a test plan, FATs. Complete the tests within five calendar days. 784-2.4.2 Field Testing: Perform local field operational tests at device server field sites according to the test procedures stated herein. 1, Testing: 784-3.4.1 General: Subject the DVEs and DVDs to field acceptance tests (FATs). Develop
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or replacement. 784-1.4 Testing: 784-1.4.1 General: Subject the MFES to field acceptance tests (FATs, tests (FATs). Develop and submit a test plan for FATs to the Engineer for consideration and approval, . 784-2.4.2 Field Testing: Perform local field operational tests at device server field sites, the DVEs and DVDs to field acceptance tests (FATs). Develop and submit a test plan for FATs, . Complete the tests within five calendar days. 784-3.4.2 Field Testing: Perform local field operational
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