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9240000impl
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_0FM 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm-3-d4380.pdf?sfvrsn=9431f7d2_14. 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
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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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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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/design-build/sp1050813db.pdf?sfvrsn=56425052_1SP1050813DB
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/design-build/sp1050813db.pdf?sfvrsn=38a20a6d_1section92-oct1614
)(a), and 334.048 Florida Statutes American Society for Testing and Materials (ASTM) Standard Test Methods, totaling 30 or more tests. The strength test data from the trial batch is required to meet an over, hours before performing such tests. Perform slump loss testing of the drilled shaft mix using, Facilities Guide 9-2-14 design changes, provide uniformity test data, based on ASTM C94 testing. The metal, QC tests and statistical evaluation of QC test results. 9.2.13.4 Concrete Mix Designer Personnel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section92-oct1614.pdf?sfvrsn=99cd92ec_1Section61V2-724cln
for Testing and Materials (ASTM) Standard Test Methods and Specifications. American Association of State, of Product Qualification Testing Submit test reports from a qualified independent lab to the SMO, testing along with corresponding mill certifications, Certificates of Analysis (COA) and test reports, on the performance history of the Production Facility. Index tests derived from existing test methods may, hydrostatic tests in accordance with the joint testing procedure specified in ASTM A760 ; deflect one
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Materials Office will perform Resolution testing. The material will be sampled and tested in accordance, Verification split sample for testing. Verification Test results will be used for material acceptance, requirements are that the Contractor takes a project sample to test the laboratory Modified Proctor, by eliminating testing costs and streamlining the construction process. With whom have you discussed, is expanded by the following: 200-7.2.3 Pit Proctor: In lieu of Modified Proctor Maximum Density testing
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. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing before, with the aggregate distribution of other core samples. Perform surface resistivity tests on the core samples or test, to be tested. Record and certify test results for correction factors for each type of aggregate, Concrete Sampling and Testing. QC tests include air content, temperature, slump, and preparing, for verification testing. When the Engineer’s verification test results do not compare with the QC
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for the category of High Speed Applications and for hot weather test temperature only. Impact tests shall, Specification. The changes are proposed by David Amato to revise testing requirements for tubular markers to reflect recent changes to the test vehicle used by NTPEP. The category of "Standard, White: The yellowness index shall not exceed 12, tested in accordance with ASTM E313. The daytime 45 degrees, 0 degrees luminance factor, Cap Y, shall be a minimum of 70, tested in accordance
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test cylinders sampled and tested in accordance with ASTM C31 and ASTM C39 and verifying test, be automatically tested once a day. Ensure that the pixel status test determines the functional, Tests: Conduct an approved, stand-alone equipment installation test at the field site. Test all stand, calendar days prior to all tests to permit the Engineer or their representative to observe each test, : 700-4.20 System Testing: Conduct approved DMS system tests on the field equipment with the master
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, the cement mixing test will be waived. For tack products, the minimum testing requirements shall, emulsions, or as specified in the Producer’s QC Plan. For anionic emulsions, the cement mixing test will be waived. For tack products, the minimum testing requirements shall include percent residue, naphtha content (as needed), one-day storage stability, sieve test, Saybolt Furol viscosity, original DSR, re-emulsification (FM 5-624), and solubility (on an annual basis). Residue testing shall
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5-578. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing, at least 48 hours before performing such tests. Perform slump loss testing of the drilled shaft, . 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 and inspection, 5-578 *Use the same type of meter for QC tests as the Department uses for Verification testing. When
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are to be hydrostatically tests with joints in a deflected position. RCP and FCP pipes are tested per ASTM C443, your language, ensure that the pipe joints have been hydrostatically tested at the plant, the Department for this apparent relaxation in metal pipe joint performance in plant testing. At that meeting, Hydrostatic Plant Test Per both the current and proposed specifications Sections 430, 449, and 948, all pipe types are to be hydrostatically tested with joints in straight alignment at the respective
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/4300000respon2.pdf?sfvrsn=17347121_0CTQMChapter5
of a Calcium Carbide Gas Pressure Moisture Tester (FM 5-507), also known as the "Speedy Moisture Test" and report the test results on the density data forms. A checklist is used for each of these areas, 5-507 Determination of Moisture Content by Means of a Calcium Carbide Gas Pressure Moisture Tester (3) FM 5-504 Reporting Test Results on the Density Data Forms, Sampling Soils, Limerock, Cemented, : This is the QC Technician who must be qualified to perform acceptance tests such as Nuclear Density Tests
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component within 10% of test device volume for the 0.5 gallon test device. When testing the 6.5 gallon, , perform a fluidity test on a per batch basis. For fluidity tests done on a per batch basis, perform test, induced bleed test. (g)Donotre-start grouting operations until such time that testing shows grout, Engineer, perform a test to confirm accuracy of grouting equipment volume-measuring components each day of use before performing any grouting operations. Testing in a warehouse or similar condition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/4620704.impl.pdf?sfvrsn=25d81a99_0