8978 search results for test
section63-10614
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_1Section63-100417
, 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_1SS1050301
. 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_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_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_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_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_25480206-724origind
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_1SPI-550-012
Specifications; NCHRP Report 350 Test Level 3 Criteria (portion of fence adjacent to traffic railing only, 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. This fence, and testing requirements should be submitted by the Contractor for approval prior to acceptance of any
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/design/standardplans/2027/spi/spi-550-012.pdf?sfvrsn=21b8cb62_15630000Respon
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_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/2019/spi/spi-550-012.pdf?sfvrsn=d6972ac2_63340104-723 FHWA
with supporting test data indicating compliance with all mix design criteria to the Engineer, test data for a mix design or any evidence of inadequate field performance of a mix design, . 334-3.2.3.1 Coarse Aggregate Angularity: When tested in accordance with ASTM D5821, meet the percentage, : When tested in accordance with AASHTO T 304, Method A, meet the uncompacted void content of fine aggregate specified in AASHTO M 323. 334-3.2.3.3 Flat and Elongated Particles: When tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/3340104-723-fhwa.pdf?sfvrsn=4c1ccfc_14501603.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_0E7G26-418811-1-UpperTampaBayTrail-CriticalTempWallpdf
testing and soils tests to be performed, content and frequency of public meetings, construction, the presentation of Position and Rebuttal Papers, Oral Testimony and Exhibits presented by both parties during, and construction requirements (such as requiring verification testing, no Mechnically Stabilized Earth walls, that must be met such as additional geotechnical work, any required testing over and above what is normally required (i.e. requiring verification testing, etc.). 11.1 STRUCTURES GUIDELINES FOR DESIGN
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/decision/d7/cy1314/e7g26-418811-1-uppertampabaytrail-criticaltempwallpdf.pdf?sfvrsn=49ea21b5_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_03530600-724IMPL
353 CONCRETE PAVEMENT SLAB REPLACEMENT. (REV 7-10-23) (FA 10-4-23) (FY 2024-25) ARTICLE 353-6 is deleted and the following is substituted: 353-6 Concrete Slab Acceptance and Testing. Reject any Concrete not meeting the plastic property requirements of Section 346. Concrete pavement slab, cylinder testing, and determine 28 day strength using concrete cylinder testing. Perform Quality Control (QC) tests for temperature, slump, and density, and prepare compressive strength cylinders once per
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/3530600-724impl.pdf?sfvrsn=18cb40a7_19750000-723comm
#9750000. My suggested changes relate to sections 975-3, 975.4, and the associated tests specified, , Pedestals, and Posts. Suggested modifications: Section 975-2.2 (2-year outdoor testing section) 1- Section 975-2.2 suggests 2 years of outdoor testing instead of 5 years. Although, section 975-4, adding a section for touch-ups of galvanized coatings without color and gloss retention testing. I also
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/9750000-723comm.pdf?sfvrsn=6c6cdf55_1