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Section63-100417
, Florida Department of Transportation. American Society for Testing and Materials (ASTM) Standard Test, property tests are required to have the ACI Concrete Field Testing Technician, Grade I, quality assurance (QA) inspections, sampling, and testing to ensure of the quality, by the manufacturer in the fabrication of precast concrete products. The quality assuranceQA inspection and testing, and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests, Washington, D.C
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/materials-manual/section63-100417.pdf?sfvrsn=f65684ce_1section63-10614
performing the plastic property tests are required to have the ACI Concrete Field Testing Technician, inspections, sampling, and testing to ensure of the quality and acceptability of the materials, of precast concrete products. The quality assurance inspection and testing will be performed, Standards Topic No. 625-010-003, Florida Department of Transportation American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania American
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section63-10614.pdf?sfvrsn=c2f9253f_19140000.comm
of tests - how does one handle a project that is built in short segments? Specifically, consecutive distances before reduced testing is an option. My question to the Department is how many, . (see 914-3 for qualifying tests for these conditions.) For certification purposes, how will one know when these qualifying tests are required? This should be more specific as to what tests need to be completed. 914-3 Testing of Materials for Use as a Stabilizer: The organic content shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/9140000.comm.pdf?sfvrsn=3a4493f7_03501401.fhwa
Supplemental Specification for Non-destructive Testing. This change was proposed by Tom Malerk of the State, Jobs NON-DESTRUCTIVE TESTING. (REV 11-20-061-26-07) SUBARTICLE 350-14.1.2 (Page 341) is deleted and the following substituted: 350-14.1.2 Non-destructive Testing: For a determination using, in compliance with 350-14.1.1. If the results from the impact-echo test vary by ± 0.15 inches from the core boring, then the non-destructive test method can not be used on the pavement. In such case, the core
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/3501401.fhwabb715ecdcba4433c856cc259b621cab9.pdf?sfvrsn=b303d631_03501401.FHWA
Supplemental Specification for Non-destructive Testing. This change was proposed by Tom Malerk of the State, Jobs NON-DESTRUCTIVE TESTING. (REV 11-20-061-26-07) SUBARTICLE 350-14.1.2 (Page 341) is deleted and the following substituted: 350-14.1.2 Non-destructive Testing: For a determination using, in compliance with 350-14.1.1. If the results from the impact-echo test vary by ± 0.15 inches from the core boring, then the non-destructive test method can not be used on the pavement. In such case, the core
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/3501401.fhwa.pdf?sfvrsn=93356aca_0SS1050301
. Testing without Department’s qualification may result in a rejection of the test results. Continued, that the tests are performed in accordance with Standard Test Methods, project specifications and other, of required QC tests and statistical evaluation of QC test results. 105-8.7.5 Concrete Mix Designer, tests have ACI Concrete Field Testing Technician-Grade I certification. Ensure the personnel, agency’s training location and dates for all technicians performing sampling, testing and inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2011/january-2011/workbook/ss1050301.pdf?sfvrsn=d8b97607_09920000.origind
. Flame Retardant Test: Flammability tests shall be conducted on the cable, the molded body, an the maximum current rating. f. Fault Test: The mated connectors shall be fault tested by applying a test, Retardant Test - Flammability tests shall be conducted on the cable, the molded body of the connectors, Jobs Fault Test - The mated connectors shall be fault tested by applying a test current of .l,000, Recognized Testing Laboratory acceptable to the DepartmentThe minimum wall thickness for galvanized
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/9920000.origind.pdf?sfvrsn=5fc0369f_09940203.origind
inks and overlay materials must be tested in accordance with, and meet all the performance, included in the APL application must be tested and meet the requirements identified in ASTM D4956, consisting of inks and/or overlays will be tested as a system consisting of white base sheeting and each color of ink and/or overlay. Panels for testing sheeting must be prepared in accordance with 994-3 for testing. The in-service life for the sign sheeting system will equal the life
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/9940203.origind.pdf?sfvrsn=8faa3774_04501603.impl
and attainment of the required 28-day strength. The contractor is permitted to verify the shipping strength test, before 28 days, by testing compressive strength cylinders that are cured under the conditions similar to the product or by testing temperature match cured cylinders. The use of maturity method, ASTM C 1074, pulse velocity method in accordance with ASTM C 597, or any other nondestructive test method acceptable to Engineer, is permitted to estimate the strength before its verification by test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/4501603.impl.pdf?sfvrsn=be30b7eb_0117eBook_SS_DLH
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/ebook/117ebook_ss_dlh.pdf?sfvrsn=26faa05d_0117eBook
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/january-2017/ebook/117ebook.pdf?sfvrsn=bb783e70_04550103.FHWA
test pile/shaft site during the installation of the instrumentation, during the load testing, is the longer length. Within five working days after driving all the test piles, completing all load tests, , completing all load tests, completing all redrives, and receiving all test reports for those designated, ,includingproposedmethods to mix, circulate, desand, test methods, and proposed testing laboratory, into waterways or other protected areas. 16.Proposedschedulefor test shaft installation, load tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/4550103.fhwa.pdf?sfvrsn=99381d44_02021 January Redline eBook
Society for Testing and Materials AWG American Wire Gauge AWPA American Wood Preservers Association AWS, , or combination of numbers and letters, designates a specification, test method, or other code or recommendation of the particular authority or organization shown. Use standards, specifications, test, of the materials furnished and of the work performed by the Contractor. Laboratory. The official testing, 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/2021/january-2021/ebook/2021-january-redline-ebook.pdf?sfvrsn=97c3f957_25630000Respon
response to Tony Walsh. Remove ‘Moisture in Concrete…ASTM D 4263’ from 563.2.3. The test is inadequate, this issue. Adhesion testing required under 560-15 (line 9 in 563.2.3) should be conducted before the test patch is applied as well as after coating application. RESPONSE: The concern being tested is adhesion of the anti-graffiti coating to the Class 5 coating, not the Class 5 coating, passes the test. In 563.2.7, line 2, delete ‘receiving’ and insert ‘that have received new’ instead
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/5630000respon.pdf?sfvrsn=1e14e72d_05630000.resp
563.2.3. The test is inadequate at best in real world DOT situations. Insert acceptable use, not have the information to address this issue. Adhesion testing required under 560-15 (line 9 in 563.2.3) should be conducted before the test patch is applied as well as after coating application. RESPONSE: The concern being tested is adhesion of the anti-graffiti coating to the Class 5 coating, layer, the anti- graffiti coating passes the test. In 563.2.7, line 2, delete ‘receiving’ and insert
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/5630000.resp.pdf?sfvrsn=3c40133e_0D9370000
these limits, the horizontal orientation test requirement of FM 5-568 shall be omitted, . The application shall be made in accordance with 6-1 and shall include certified test reports from an independent testing laboratory which shows the material system meets all the requirements specified herein. 937-3 Minimum Performance Requirements (FM 5-568). When tested in accordance with FM 5-568, load, the uniform bond Stress from a subsequent Confined Tension Test shall not be less than 1,826
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d9370000.pdf?sfvrsn=10915302_0SPI-550-012
Specifications ; NCHRP Report 350 Test Level 3 Criteria (portion of fence adjacent to traffic railing, mounted side of this fence 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, . Technical Specifications with material and testing requirements should be submitted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2020/spi/spi-550-012.pdf?sfvrsn=37c5622a_2spi-550-012
Specifications ; NCHRP Report 350 Test Level 3 Criteria (portion of fence adjacent to traffic railing, mounted side of this fence 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, . Technical Specifications with material and testing requirements should be submitted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2019/spi/spi-550-012.pdf?sfvrsn=d6972ac2_65480206-724origind
the backfill material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior to placement. Submit a certification, soil reinforcement, use backfill that meets the following electro-chemical test criteria for determining corrosiveness: Table 548-1 Electro-Chemical Test Criteria Criteria Test Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/5480206-724origind.pdf?sfvrsn=ccabc2a9_15480206-724origind
the backfill material tested for every soil type for pH, resistivity, sulfate and chloride content by a Department approved independent testing laboratory prior to placement. Submit a certification, soil reinforcement, use backfill that meets the following electro-chemical test criteria for determining corrosiveness: Table 548-1 Electro-Chemical Test Criteria Criteria Test Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/5480206-724origindc24c4356-6092-43d5-92ff-f22029f36c24.pdf?sfvrsn=87d294f0_1