8999 search results for test
spi-550-010
2018-19 1 Index 550-010 Bridge Fencing (Vertical) Design Criteria NCHRP Report 350 , Test Level 3, with tension wires) is based on a design that was successfully crash tested in accordance with the AASHTO Guide Specifications for Bridge Railings Performance Level 2 pickup test. Modifications have been made to improve the crashworthiness to NCHRP Report 350 Test Level 3 Criteria. This fence, ) is not a crash tested design and cannot be used on traffic railings. This fence can be used
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2019/spi/spi-550-010.pdf?sfvrsn=102e7556_6SPI-550-010
2026-27 1 Index 550-010 Bridge Fencing (Vertical) Design Criteria NCHRP Report 350, Test Level 3, with tension wires) is based on a design that was successfully crash tested in accordance with the AASHTO Guide Specifications for Bridge Railings Performance Level 2 pickup test. Modifications have been made to improve the crashworthiness to NCHRP Report 350 Test Level 3 Criteria. This fence can, ) is not a crash tested design and cannot be used on traffic railings. This fence can be used on Concrete
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-550-010.pdf?sfvrsn=9dfb145c_14551501.fhwa
testing laboratory to document test results. 6. Details of proposed methods to clean shaft after, schedule for test shaft installation, load tests and production shaft installation. 1617. Other, the additional tests for pH value for the time required to establish consistency of the test values within, to perform slurry testing. The Department may also perform comparison tests. Provide equipment, to mix, circulate, desand, test methods, and proposed testing laboratory to document test results. 6
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testing laboratory to document test results. 6. Details of proposed methods to clean shaft after, schedule for test shaft installation, load tests and production shaft installation. 1617. Other, the additional tests for pH value for the time required to establish consistency of the test values within, to perform slurry testing. The Department may also perform comparison tests. Provide equipment, to mix, circulate, desand, test methods, and proposed testing laboratory to document test results. 6
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reads: " Ensure the testing…………………………..program requirements of 6-9". (4)- Subarticle 105-11.1, Allied Engineering & Testing, Inc. 813.299.2416 Comments: 105-1.2.3 1st Paragraph, 2nd Sentence, anyway? Testing is done by lineal distance, billing is done by SY, and the materials are ordered by the ton. Testing is to be performed by the specifications and density logbooks, asphalt plant, include all personnel that will do sampling, testing and inspection for both field and laboratory
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/1050000.comm.pdf?sfvrsn=3044b805_04551508.FHWA
regulatory authorities. Perform the following tests on the polymer slurry in the shaft excavation, Properties Item to be measured Range of Results at 68ºF Test Method Density 62 to 65 lb/ft 3, of Results at 68ºF Test Method Sand Content 0.5% or less FM 8-RP13B-3 Polymer slurry may be mixed in the cased portion of the shaft in accordance with the manufacturer’s published procedures. Test, and the following substituted: 455-17.6.1.2 Procedure: Perform CSL testing between 72 120 hours and 25
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/review/fhwa/4551508.fhwa.pdf?sfvrsn=f509451a_0SS3300000
by this specification. 330-12.4.2 Test Method: Perform all straightedge testing in accordance with FM, for testing with the Laser Profiler will be tested and accepted with the straightedge in accordance with 330, . Control Charts: Plot and keep charts updated daily for all Quality Control Sampling and Testing, content, and maximum specific gravity (G mm 4. Any other test result or material characteristic, . 330-2.2 Minimum Process Control Testing Requirements: Perform, as a minimum, the following
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by this specification. 330-12.4.2 Test Method: Perform all straightedge testing in accordance with FM, not suitable for testing with the Laser Profiler will be tested and accepted with the straightedge, . Control Charts: Plot and keep charts updated daily for all Quality Control Sampling and Testing, content, and maximum specific gravity (G mm 4. Any other test result or material characteristic, . 330-2.2 Minimum Process Control Testing Requirements: Perform, as a minimum, the following
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss3300000.pdf?sfvrsn=f47ae7f_05600204.resp
of testing every 1000 s.f. is an overkill. We have been performing these tests since FDOT implemented the requirement and have yet to find any soluble salts on any of the surfaces tested on any of our, : 560-2.4SolubleSaltsTest Kit: Use a soluble salts test kit in accordance with SSPC-Guide 15 utilizing a Class A retrieval method. Ensure the test sleeve or cell creates a sealed, encapsulated environment during ion extraction and is suitable for testing all structural steel surfaces
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for determination of slag activity tests shall meet the requirements of ASTM C989. Sampling and testing procedures shall follow the requirements of ASTM C989. 929-4.2 Acceptance Testing of Slag Cement, ), and total sulfur as sulfate (SO3). 3. The results of all testing listed under Test Methods section, test reports meeting the chemical and physical requirements of ASTM C989 and this Section. The test report shall include: 1 . For slag granules, provide X-ray Fluorescence (XRF) elemental
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/9290400-122origind.pdf?sfvrsn=9642da8e_24550028Origin
Required Reports: Submit a preliminary static load test report to the Engineer within five days after completing the load test. When the Contract Documents do not require internal instrumentation, submit the final report within ten days after completing the load test. Furnish the final report of test results for internally instrumented shafts within 30 days after completing the load test. Include in the report of the load test the following information: (1)Atabulationofthetime
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/4550028origin.pdf?sfvrsn=3768b822_09710202resp
draft was written to establish computerized optical method as test method for gradation, / cannot locate the test method Response: FM 5-620 draft was written to establish computerized optical method as test method for gradation and roundness. After further consideration, we have, ----we need to see FM 5-620 / cannot locate the test method Response: 3. Packaging: They need, 5-620? I assume it is a Florida test method, but I do not find this method listed on the web site
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/9710202resp.pdf?sfvrsn=51e41e6d_29330100 -122impl
that the test results meet the specification limits of ASTM, AASHTO, or FDOT as specifically designated, contain, for each heat number or production LOT, all test results required by ASTM A416 and ASTM, -Reinforced Polymer (CFRP) Strands: Producers shall submit to the State Materials Office (SMO), a test report of the physical and mechanical property requirements in Table 933-2. Qualification testing, test methods. Three production LOTS shall be randomly sampled at the production facility
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/implemented/9330100--122impl.pdf?sfvrsn=77eec9f6_2GL-10B Beams Bearings Bolts (17-18)_Final
materials Specs including all required certifications, bolt material test reports, rotational-capacity test reports done by the manufacturer or distributor and be sampled and tested properly. [Spec, tests must be recorded. [Spec. 460-4, 502-5, CPAM 10.9] 9. Field assembly of steel beam component, . [Spec. 460-4] 15. A bolt rotational-capacity (RC) test [Florida Method FM 5-581 (for long bolts) or FM, in the Spec. For DTI’s, meet device tightening criteria and perform verification testing per FM 5-583. [Spec
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the requirements as defined in such references. 6-32.2 Test Methods: Methods of sampling and testing, for a particular test, perform the testing in accordance with the method specified in the Specification, requirements at all times. Testing without Department’s qualification may result in a rejection of the test, and test any material, at points of production, distribution and use. 6-1.2 Sampling and Testing: Use, of materials that have been tested and accepted at the source of supply, or may require the testing
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at the specified pressure using test methods in ASTM D 3212 with the exceptions of Sections 7.3 and 7.4., the parallel plate testing methodology of ASTM D 2412. Load the deflected pipe to within 1/2, hardware. Testing must be witnessed by the State Materials Office
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Ensurethatthepipejointshavebeentestedattheplanthydrostatically at the specified pressure using test methods in ASTM, of the pipe to a 5% reduction in internal diameter using the parallel plate testing methodology of ASTM D, mechanism does not contact the hugger band or associated hardware. Testing shall be witnessed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss9430100.pdf?sfvrsn=f57b2599_0SS9430100
Ensurethatthepipejointshavebeentestedattheplanthydrostatically at the specified pressure using test methods in ASTM, of the pipe to a 5% reduction in internal diameter using the parallel plate testing methodology of ASTM D, mechanism does not contact the hugger band or associated hardware. Testing shall be witnessed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2007/january-2007/workbook/ss94301003aee9d415ceb4957b77fc6c69466fea2.pdf?sfvrsn=e5687c86_04600000.d02Origin
, fabricate, assemble, erect, and perform all nondestructive testing for structural steel or miscellaneous, .................Section962 Material Testing and Certifications ....................Section 962 Galvanizing, and workmanship, clearly addressing the methods used, frequency of inspections or tests, and personnel, ; g.Installationofhighstrengthboltsandrotationalcapacity(RC) tests; and DTI Verification tests h. F i e l d w e l d i n g ; i, . 6.Sampling and Testing Procedures 7.Projectspecific areas of concern for fabrication, inspection
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% K 2 O), may be used with no further testing. When tests performed in accordance with ASTM C-33
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