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D2000000
. The Engineer will base approval on results of a test section constructed using the Contractor’s specified compaction effort. Notify the Engineer prior to beginning construction of a test section. Construct a test section of the length of one LOT. Perform five QC tests at random locations within the test section. At each test site, the bottom 6 inches [150 mm] must be tested and pass, the subgrade. If, through field tests, the Contractor can demonstrate that the compaction
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- Section 785-2.3.3, “Ground Resistance Testing and Certification”) • Suggest item "5", be modified to require the name of the company or entity the (signed) individual(s) conducting the tests, ) represents for the personnel conducting, witnessing, and certifying the test (see image, by removing "signed by all personnel conducting and witnessing the test." This is already stated in under, the test results?> 2)The “intent” was to have the personnel conducting the test (which would normally
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testing. Cement with an alkali content greater than 0.60% but less than or equal to 1.00%, calculated as Na2O (% Na2O plus 0.658% K2O), may be used with the following requirement. Concrete test, alkali content of 0.60%. The strength and durability tests of concrete shall be performed, : The cement heat of hydration for Type II (MH) or Type IL shall be tested in accordance with ASTM C1702, . A list of approved cement sources will be maintained by the SMO. Mill Test Report - indicates
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testing. High Alkali Cement containing a maximum of 1.00% alkali, or less, calculated as Na2O (% Na2O, , the test results shall verify improved or comparable strength, sulfate resistance, corrosion, cement. The strength and durability tests of concrete shall be performed in accordance with ASTM C39, for Type II (MH) shall be 88 cal/g or less at 7 days when tested in accordance with ASTM C186, days when tested in accordance with ASTM C186. 921-2 Terminology
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cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take, strength tests. Record the ambient air temperature during the test. Ensure that the concrete properties, samples. Perform surface resistivity tests on the core samples or test cylinders at 28 days. Submit the results of the laboratory trial batch tests and field demonstration of verified test data, of the mix with the new component material. Ensure the chloride test results from the testing lab
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for resistivity testing before mix design approval. Take the resistivity test specimens from the concrete, installation. 346-3.2.1 Slump Loss Test Requirements: Provide slump loss tests before drilled, performing such tests. Perform slump loss testing of the drilled shaft mix using personnel meeting, samples or test cylinders at 28 days. Submit the results of the laboratory trial batch tests and field, the chloride test results from the testing lab are submitted to the concrete production facility within
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inch cylindrical test specimens to the Engineer for resistivity testing before mix design approval, tests, which met all plastic and hardened concrete test requirements. 2. The cementitious materials, chloride test results to the previous passing test results.. 346-5 Sampling and Testing Methods. Perform, factor determined by the concrete producer for each mix design to be tested. Record and certify test, and Testing. QC tests include air content, temperature, slump, and preparing compressive strength
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testing before mix design approval. Take the resistivity test specimens from the concrete, times after starting concrete placement. 346-8 Plastic Concrete Sampling and Testing. QC tests include, of all trucks if the QC truck has failing test. Perform plastic properties tests on all trucks, Sampling and Testing. 346-9.1 General: Perform plastic properties tests in accordance with 346-8 and cast, . When the QC testing laboratory cannot input the compressive strength test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/3460000.impl.pdf?sfvrsn=21f17fc4_0FWST D1.1 for Plate 675-070-16 Digital Form
and that the test welds were prepared, welded, and tested in accordance with the Qualification, STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION FILLET WELD SOUNDNESS TEST (FWST) for Plate AWS, Facility Name: Facility Location: FWST No: Date Tested: List Code Year: Welding Process(es, when a correlation curve is provided for the same electrode diameter and electrode extension TEST RESULTS (PER AWS D1.1 6.10.4) 3 MACROTECH TESTS REQUIRED Maximum Size Minimum Size Single Pass
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lists the corrosion inhibiting test result limits for calcium nitrite concrete tested in accordance, an application is accordance with Section 6 and include product data sheets, certified independent test data, , as evidenced by previous tests and apparent effectiveness under field conditions. Unless otherwise specified, no further testing will be required for any product on the APL unless there is indication, supplier shall submit to the Engineer test certificates from an independent laboratory indicating
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lists the corrosion inhibiting test result limits for calcium nitrite concrete tested in accordance, an application is accordance with Section 6 and include product data sheets, certified independent test data, , as evidenced by previous tests and apparent effectiveness under field conditions. Unless otherwise specified, no further testing will be required for any product on the APL unless there is indication, supplier shall submit to the Engineer test certificates from an independent laboratory indicating
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. Perform five QC tests at random locations within the test section. At each test site, the bottom 6 inches [150 mm] must be tested and pass, and be verified. Identify the test section with the compaction, frequency of 10 tests per LOT. The Engineer will select test locations, including Stations and Offsets, and tests at a minimum frequency listed in the table below. Test Name Quality Control Verification, the weight of the construction equipment without disturbing the subgrade. If,throughfield tests
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until no more test failures occur, or all anchors or dowels within the LOT are tested. For the next, failed field test, perform two additional field tests on adjacent untested anchors or dowels within the LOT. Continue additional field tests until no more test failures occur, or all anchors, of the anchors or dowels in each LOT for testing, except if there are three or less in the LOT, test all, Testing of Post-Installed Anchor Systems and Dowels. 416-6.1 General: Provide an independent testing
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until no more test failures occur, or all anchors or dowels within the LOT are tested. For the next, failed field test, perform two additional field tests on adjacent untested anchors or dowels within the LOT. Continue additional field tests until no more test failures occur, or all anchors, of the anchors or dowels in each LOT for testing, except if there are three or less in the LOT, test all, Testing of Post-Installed Anchor Systems and Dowels. 416-6.1 General: Provide an independent testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/4160000.fhwa2.pdf?sfvrsn=fb22e26f_04. Infrastructure Enablers for Reliable Cooperative Driving Automation (CDA) Phase I: Existing Infrastructure Evaluation
The objective of this project is to guide proper infrastructure design that accommodates not only human drivers but also CDA vehicles. This project will evaluate existing infrastructure under a new concept of smart low-cost infrastructure-enabled CDA technology. This project aims to provide a basis for testing CDA technologies at the SunTrax test facility
https://www.fdot.gov/contracts/district-offices/d5/lettings/dist-letting-project-info.shtm/lists/cav-ongoing-research/4-infrastructure-enablers-for-reliable-cooperative-driving-automation-(cda)-phase-i-existing-infrastructure-evaluationFM 3-D4380
FLORIDA DEPARTMENT OF TRANSPORTATION State Materials Office 5007 NE 39 th Avenue Gainesville, Florida 32609 March 10, 2025 FM 3-D4380 1 Florida Method of Test for Density of Slurry (Mud Weight) Designation: FM 3-D4380 FM 3-D4380 is identical to ASTM D4380 except that the mineral slurry to be tested shall consist of processed attapulgite or bentonite clays, and the temperature of the slurry (using a 0-105 C thermometer) shall be measured and recorded on the Drilling Mud
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load testing of driven piles, evaluation, signal matching and analysis of the dynamic load test data, using the test methods that will be utilized on the project. 105-8.13.4 Dynamic Testing Operator, . Provide qualified and trained personnel to perform foundation testing, inspection, testing, load testing and non-destructive testing personnel to be used on the project for acceptance, from the types of load tests (dynamic, static, Osterberg Cell and/or Statnamic load tests) used
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load testing of driven piles, evaluation, signal matching and analysis of the dynamic load test data, using the test methods that will be utilized on the project. 105-8.13.4 Dynamic Testing Operator, . Provide qualified and trained personnel to perform foundation testing, inspection, testing, load testing and non-destructive testing personnel to be used on the project for acceptance, from the types of load tests (dynamic, static, Osterberg Cell and/or Statnamic load tests) used
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and the following substituted: 916-2.3 Reporting: Specification compliance testing results shall be reported for the tests in the table below, unless noted otherwise. Quality control (QC) testing, PG ASPHALT BINDER Test and Method Conditions Specification Minimum/Maximum Value Superpave PG, ) (d) Maximum 75 degrees Separation Test, ASTM D 7173-14 and Softening Point, AASHTO T 53-09 (2013) 163±5°C 48 hours Maximum 15°F (PG 76-22 (ARB) only) Rolling Thin Film Oven Test Residue
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areas not suitable for testing with the Laser Profiler will be tested and accepted, charts updated daily for all Quality Control Sampling and Testing and post in the asphalt lab where, Process Control Testing Requirements: Perform, as a minimum, the following activities at the testing, production exceeds 1,000 tons, perform these tests a minimum of two times per day. Quality Control tests used in the acceptance decision may be used to fulfill this requirement. Verify modifier
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