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4620000.fhwa
. Perform OIT tests on samples taken from the finished product. Test the remolded finished, systems must submit test results to the Structures Design Office and include certified test reports from, on the State Structures Design Office’s Approved Post -Tensioning Systems List website. Test plastic, Accreditation (A2LA). Certification of test reports may be performed by an independent laboratory located outside the U.S., if the independent laboratory is approved by the State Materials Office. Test
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.................Section 962 Material Testing and Certifications ....................Section 962, for clarity. At the fabrication facility, maintain the records of the material testing, during Rotational Capacity (RC) testing and installation. Assemblies that exhibit a loss of lubrication, F3125 Grade A490 for the handling, lubrication, installation, tightening and testing of such bolts. Do, 460-5.2.1 is deleted and the following substituted: 460-5.2.1 Rotational Capacity (RC) Tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/internal/4600101int05146ff4-3141-4300-9fa7-96a4e4dc97a6.pdf?sfvrsn=396cff93_14600101ind
.................Section 962 Material Testing and Certifications ....................Section 962, for clarity. At the fabrication facility, maintain the records of the material testing, during Rotational Capacity (RC) testing and installation. Assemblies that exhibit a loss of lubrication, F3125 Grade A490 for the handling, lubrication, installation, tightening and testing of such bolts. Do, 460-5.2.1 is deleted and the following substituted: 460-5.2.1 Rotational Capacity (RC) Tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/4600101ind.pdf?sfvrsn=c300de54_15260301.origind
and sidewalk for testing and approval. The architectural pavers for sidewalk are used in applications similar to non-structural concrete such as sidewalk and driveways, and these materials are not tested, . Acceptance of sidewalk pavers will be based on certification only. This will make the testing and acceptance of architectural pavers align with the acceptance and testing of concrete materials, : Currently, the Department performs testing for all pavers. The revision will result in a savings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/5260301.origind.pdf?sfvrsn=c110129e_0SP9370400
ADHESIVE BONDING MATERIAL SYSTEMS FOR STRUCTURAL APPLICATIONS. (REV 8-14-07) (1-08) ARTICLE 937-4 (Pages 830 and 831) is deleted and the following substituted: 937-4 Minimum Performance Requirements. 937-4.1Minimum Performance Requirements (FM 5-568): When tested in accordance with FM 5-568, )Afterremovalofthe42dayload, the uniform bond Stress from a subsequent Confined Tension Test shall, of the requirements of 937-4.1, the adhesive bonding material system, for general use, may be tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/sp9370400.pdf?sfvrsn=2f724f78_04620000FHWA
for the 0.5 gallon test device. When testing the 6.5 gallon device, ensure an accuracy of 3% (test device, or less, perform a fluidity test on a per batch basis. For fluidity tests done on a per batch basis, . Discard grout used for testing fluidity. 3. Perform fluidity test for each tendon to be grouted without, test. 7. Do not re-start grouting operations until such time that testing shows grout meets, PT system. Inclusion of all possible subcomponents is required for PT system and component testing
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is deleted and the following substituted: 334-8.2.2 Two or Less Sublot Test Results: In the event that two or less sublot test results are available for a LOT, Pay Factors will be determined based, there is only one sublot test result and use the 2-Tests column when there are two sublots. Table 334-6 Small Quantity Pay Table Pay Factor 1 Sublot Test Deviation 2 Sublot Test Average Deviation Asphalt, ), - (>2.12) Table 334-6 Small Quantity Pay Table Pay Factor 1 Sublot Test Deviation 2 Sublot Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/3340802impl.pdf?sfvrsn=38c226c5_2719 RedLine eBook
American Society for Testing and Materials AWG American Wire Gauge AWPA American Wood Preservers, , test method, or other code or recommendation of the particular authority or organization shown. Use standards, specifications, test methods, or other codes as specified in the current edition, by the Contractor. Laboratory. The official testing laboratory used by the Department. R e d l i n e, to the tests provided for in these Specifications to determine the materials’ quality and fitness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/ebook/719-redline-ebook.pdf?sfvrsn=9d4d06a_2DCE22-14
MATERIALS BULLETIN NO. 13-14 DCE MEMORANDUM NO. 22-14 Page 2 1) Transmission of a summary report (e.g. Excel spreadsheets, Word tables). Summary reports must include the plant number, mix design number, class of concrete, sample number, date the sample was taken, the date the sample was tested, the chloride concentration results of the three replicates, the overall average chloride concentration, and a pass/fail result for each sample. 2) Transmission of individual test reports
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960 POST-TENSIONING COMPONENTS. (REV 11-15-13) (FA 1-8-14) (7-14) SUBARTICLE 960-2.1 is deleted and the following substituted: 960-2.1 Anchorage Assembly: (a) Construct anchorages from ferrous metal. (b) Anchorage shall develop at least 95% of PT steel guaranteed ultimate tensile strength (GUTS) when tested in an unbonded state, without exceeding anticipated anchor set. (c) Average, and “AASHTO LRFD Bridge Construction Specifications.” (d) Test anchorage with typical local zone
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Engineers ASTM American Society for Testing and Materials AWG American Wire Gauge AWPA American Wood, or letter designation, or combination of numbers and letters, designates a specification, test, standards, specifications, test methods, or other codes as specified in the current edition at the time, performed by the Contractor. Laboratory. The official testing laboratory used by the Department. 5
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Engineers ASTM American Society for Testing and Materials AWG American Wire Gauge AWPA American Wood, or letter designation, or combination of numbers and letters, designates a specification, test method, , specifications, test methods, or other codes as specified in the current edition at the time, by the Contractor. Laboratory. The official testing laboratory used by the Department. 5 Major
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. Do not perform strength testing as system performance will be measured by proof-testing each anchor. The Department may require cylinder grout cube testing if the Contractor uses admixtures or irregularities occur in anchor testing. Cast a set of three 4 inches x 8 inches grout cylinders, . Use grout that attains a minimum cubecompressive strength of 3,400 psi within seven days, when tested
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Resistance of Pipes Pipe Location Test Method Test Conditions Requirement Pipe Liner FM 5-572, than 17.0 hours. Junction FM 5-572, Procedure B and FM 5-573 Full Test (2)(3) Test at 3, at each test condition Determine failure time at 500 psi at 73.4°F ≥ 100 years (95% lower confidence) using 15 failure time values (4) The tests for each condition can be terminated, 450 psi 500.0 hr at 158°F 650 psi Single Test (5) : Test temperature 176°F and applied stress
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9480200ind.pdf?sfvrsn=b810a5fd_19480200FHWA
Pipe Location Test Method Test Conditions Requirement Pipe Liner FM 5-572, Procedure A 10, . Junction FM 5-572, Procedure B and FM 5-573 Full Test (2)(3) Test at 3 temperature/stress combinations: 176°F at 650 psi 176°F at 450 psi 158°F at 650 psi; 5 replicates at each test, failure time values (4) The tests for each condition can be terminated at duration equal, at 158°F 650 psi Single Test (5) : Test temperature 176°F and applied stress of 650 psi.; 5
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Construction. American Society for Testing and Materials (ASTM) Standard Test Methods, . Ensures that testing equipment is properly maintained in accordance with the applicable test, test method: 6.5. a. Perform the unit weight (density) tests of each sample taken in accordance, include the QC test methods, inspections, and minimum frequency and LOT sizes of tests that are used, will perform periodic quality assurance (QA) inspections, sampling, and testing to ensure of the quality
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/redline/section63v2.pdf?sfvrsn=55bf8127_12023_Quiet Pavements Synthesis
, 2018) ............................................. 26 Figure 20. OBSI testing set-up (a) Horizontal, 23. Laboratory tire-pavement noise testing apparatus (Kowalski, 2007) ......................... 30, Rubber Friction Course (ARFC). The work involved the use of three types of testing methods to assess, Official (AASHTO) Designation: T 360-16, Standard Method of Test for the Measurement of Tire, , outlining research, development, testing, and implementation steps. ©2023 Applied Research Associates
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and local regulatory authorities. Perform the following tests on the polymer slurry in the shaft excavation, Polymer Slurry Properties Item to be measured Range of Results at 68ºF Test Method Density 62 to 65, for the project. Mixed Polymer Slurry Properties Item to be measured Range of Results at 68ºF Test Method Sand, in accordance with the manufacturer’s published procedures. Test and verify the polymer slurry meets, : 455-17.6.1.2 Procedure: Perform CSL testing at least 120between 72 hours after and 25 calendar days
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reinforcing bars shall meet the requirements of ACI 440.6 following the test methods from ACI 440.3. Use, : Extractstraightportionsfrom bent bars of sufficient length to be tested according to ASTM D7205, testing, may be used. 932-3.4 General Additional Requirements: Meet the applicable requirements, . Producers seeking evaluation of a product in accordance with this Specification must submit test, personnel with actual experience running the test methods for FRP reinforcing bars. Submit the test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9320300.impl.pdf?sfvrsn=382ec010_0DEV105-346-MM92VM (5-8-23)
performing concrete plastic property tests and ACI Self-Consolidating Concrete Testing Technician, is expanded by the following: 346-8 Plastic Concrete Sampling and Testing. QC tests include air, of all trucks if the QC truck has failing test. Perform plastic properties tests of concrete on all, by the DMRE. For initial design changes, provide uniformity test data, based on ASTM C94 testing, the required QC sampling and testing of plastic and hardened concrete, including the chloride tests
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