9185 search results for test
9160302.impl
sample and test pre-tested cut-back asphalt from the suppliers storage tank, the Contractor’s transport, instead of the five day settlement test. SPECIAL MS-EMULSION Test Conditions M i n i mum/Maximum Tests, GRADE CRS-2H Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol Viscosity 122ºF, date of shipment. ASPHALT EMULSION PRIME (AEP) Test Conditions M i n i mum/Maximum Tests, will be waived. EMULSION PRIME (RS TYPE) Test Conditions M i n i mum/Maximum Tests on Emulsion
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before the drilled shaft elapsed time has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test, test setup and conducting of the load tests. Provide qualified personnel, to read the dial gauges, Disposition of Tested Piles/Shafts: After completing testing, cut off the tested piles/shafts, which, /shafts, except when driving specified test piling in end bents or when the Plans show uncased piles
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/4550000db.origind.pdf?sfvrsn=38c24abf_09600302.impl
is deleted and the following substituted: 960-3.2.1 Component and System Tests: Corrugated duct, smooth, and System Tests Reference to fib Bulletin 75 Required Tests for each PT System Type (1) Procedures Appendix Test Description Internal PT System with Grout Internal PT System with Flexible, )(6) No 1. Yes = Test is required; No = Test is not required. 2. Do not preload strand into duct prior to testing. 3. Identify duct as meeting Performance Class I or II criteria. 4. Use an epoxy
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/implemented/9600302.impl.pdf?sfvrsn=2a993bbd_0Section9.2-051019_1-20WB
for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania. American Association of State Highway and Transportation Officials (AASHTO), Part II Tests, Washington, such tests. Perform slump loss testing of the drilled shaft mix using qualified personnel as defined, Testing Technician - Grade 1 performs concrete plastic properties test, such as slump, temperature, air, materials ratio. (2) The ACI Concrete Strength Testing Technician performs tests on hardened properties
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/january-2020/materials-manual/section9-2-051019_1-20wb.pdf?sfvrsn=55018c2f_1SS3460301
, when tested in accordance with FM 5- 578. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take the resistivity test specimens, substituted: 346-3.2.1 Slump Loss Test Requirements: Provide slump loss tests before drilled shaft, performing such tests. Perform slump loss testing of the drilled shaft mix using personnel meeting, and the following substituted: 346-8 Plastic Concrete Sampling and Testing. QC tests include air
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. 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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. 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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d2000000.pdf?sfvrsn=e1590d36_07850200.comm
- 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_09240000impl
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-evaluation