9274 search results for test
Section86V2-725cln
) Florida Sampling and Testing Methods (FSTM) American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications Topic No.: 675-000-000 Materials Manual, consecutive QC or verification tests, which have met all plastic and hardened concrete test requirements, trial batches of the concrete mixes, and inspection and testing of production concrete. Produce
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/materials-manual/section86v2-725cln.pdf?sfvrsn=5b0cc06d_1FM1-T222
Gainesville, Florida 32609 June 16, 2025 FM 5-527 1 Florida Method of Test for Nonrepetitive Static Plate, . SCOPE This method covers the procedures for nonrepetitive static plate load testing on subgrade, DOCUMENTS 2.1. AASHTO T 222 - Nonrepetitive Static Plate Load Test of Soils and Flexible Pavement, Research Report 68-B, Field Procedure for Performing Plate Bearing Test. 3. DEFINITIONS Refer to AASHTO, and replace with the following: 5.1. Where unconfined load tests are to be performed, strip or remove
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm1-t222.pdf?sfvrsn=f8e2d5ea_39930206.FHWA
delineators, the yellowness index shall not exceed 12 when tested in accordance with ASTM D1925, of 70 when tested in accordance with ASTM E1347 or ASTM E1164. The orange posts shall meet the color, mph when tested according to FM 5-581National tTesting Product Evaluation Program (NTPEP). The NTPEP, °degrees and 10°degrees after receiving 100 vehicle impacts. Impact testing must be performed by a recognized delineator testing facility that is listed on the FHWA Laboratories Accredited to Crash
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/fhwa/9930206.fhwa.pdf?sfvrsn=916c8823_09750000-723FHWA
Testing: Prepare and coat twelve flat test panels for random laboratory verification testing, Outdoor Exposure Testing: Prepare and coat eight test panels (four flat and four composite) for exposure at the Department’s outdoor test site. Panels will be tested in accordance with ASTM G7. Table 975-1 Structural Steel Coating System Performance Requirements Laboratory Testing Property Test, D522, 1 inch cylindrical mandrel No cracking 2-Year Outdoor Testing Property Test Method
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/9750000-723fhwa.pdf?sfvrsn=b053fe65_1SS9260000
by QPL **Accepted by certified test report ***Accepted by certification 926-2 Epoxy Design, shall submit product data sheets, performance test reports from an independent laboratory showing, with the specific directions of the manufacturer. 926-3.2 Performance Tests: (a) Epoxy Bonding Compounds: Epoxy Bonding Compounds shall be prepared and tested in accordance with FM 3-C882. The ratio, concrete shall not be less than 0.90 (b) Epoxy Mortars: Epoxy mortar shall be prepared and tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2014/files/ss9260000.pdf?sfvrsn=1d43b900_0Section86V2-723cln
Specifications, and Part II Tests American Society for Testing and Materials (ASTM) Standard Test Methods, in flowing concrete QC inspection and testing activities. E. The proposed inspection and test, of the mix design unless the load passes the slump test. 8. Perform flowing concrete tests, , and inspection and testing of production concrete. Obtain flowing concrete from a concrete plant listed, Construction Florida Department of Transportation (FDOT) Florida Sampling and Testing Methods (FSTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/section86v2-723cln.pdf?sfvrsn=8c5b0f0e_21200010fhwa
section. Construct a test section of the length of one LOT. Perform five QC tests at random locations within the test section. All five tests must meet the density required by 120-10.2, test or when the QC tests cannot be verified, construct a new test section. The Contractor may, control section. Perform all QC tests required in 120-10.1.4. When the initial Quality Control test, content by sampling and testing the material in accordance with the specified test method listed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul03/files/1200010fhwa.pdf?sfvrsn=83731328_09910105-724IMPL
and for hot weather test temperature only. Impact tests shall be performed only on tubular markers, s deleted and the following substituted: 991-1.5 Product Testing: Manufacturers seeking evaluation of Tubular Markers not listed on the APL must include test reports from the National, of this Section. NTPEP impact testing must be performed on concrete in accordance with NTPEP Evaluation, adhesive types and mechanical anchor types for attachment of base to substrate. National Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/9910105-724impl.pdf?sfvrsn=a7e88210_17810000.FHWA
be automatically tested once a day. Ensure that the pixel status test determines the functional status, tests. Conduct all tests according to the approved test procedures detailed in this section. Each, period. 781-3.20 System Testing: Conduct approved DMS system tests on the field equipment, Acceptance Testing: Conduct a 60 day acceptance test after the successful completion of the approved 72, and FATs. Complete the tests within five calendar days. Ensure that the test plans demonstrate each
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/7810000.fhwa.pdf?sfvrsn=3b2fa83a_09380602.FHWA
Institute. Report the percent bleed for the grout tested. Test grout at the specified pressure of 100 psi. An acceptable test will result in no bleed water (0.0 percent). 9380602 All Jobs POST, for the grout tested. Test grout at the specified pressure of 100 psi. An acceptable test, Test Procedure for Cement Grouts for Post-Tensioned Structures as outlined in Appendix CSection 4, used in vertical applications. In addition, perform the Schupack Pressure Bleed Test Procedure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/fhwa/9380602.fhwa.pdf?sfvrsn=b6abfbf3_04550511-722FHWA
to supervise field testing and report the test results. 13. Methods and equipment proposed to prevent, schedule for test shaft installation, load tests and production shaft installation. 17. Other, to supervise field testing and report the test results. 13. Methods and equipment proposed to prevent, . Proposed schedule for test shaft installation, load tests and production shaft installation. 17, and the following substituted: 455-5.11.2 Bearing Criteria: For foundations requiring 100% dynamic testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/4550511-722fhwa.pdf?sfvrsn=1bacb740_29330502-724FHWA
reinforcement. For tests specified to be made by the producer, submit certified test results, Testing requirements for Project Material Acceptance of CFRP Prestressing Strand Property Test, Lewis to alter the requirement for qualification testing of CFRP prestressing strand. Please review, ) Strands: Meet the requirements of ACI 440.3R, B.10 – Test method for performance of anchorages, strength for parallel wire assemblies. 933-5 Required Tests for Prestressing Strand and Bar. 933-5.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/9330502-724fhwa.pdf?sfvrsn=fe5129db_19320103.resp
and asphalt briquets). The test specimen design is not suitable for self-leveling, flowable sealants, to be tested between two concrete briquets, between two asphalt briquets, between two concrete, , how are they to be aged and conditioned for the testing? d. The briquets for Type B and C, Sika (303) 980-1780 jason.sika@dowcorning.com Comments: (3-5-15) Has FLDOT tested, to meet both requirements. They are the T-132 test and D412 Tensile. The Tensile stress at 150
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/9320103.resp.pdf?sfvrsn=15e75da9_09320103.comm
requirement. The second test is T-132. Again, has testing been performed to determine how many, (includes bond to asphalt) to 35 psi (bond to concrete and asphalt briquets). The test specimen, , clarification is needed in several areas: a. Is the Type C sealant to be tested between two concrete, and conditioned for the testing? d. The briquets for Type B and C sealants are referred to as “concrete, Comments: (3-5-15) Has FLDOT tested for the requirements listed for Type C or requested data from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/comments-responses/9320103.comm.pdf?sfvrsn=524fb8e5_0344LAP.impl
and Testing: 344-3.9.1 Category 1: The Engineer may sample and test the concrete to verify its quality, TestMethod Exceptions ClassCFly Ash ASTM C 618Not to be used with Types IP or IS cements. Class F, : Category 2: No sampling and testing is required for category 2. 344- 3.9.3 Category 3: The Engineer, properties and to make three 4 x 8 inch cylinders for testing by the Engineer at 28 days to ensure, tickets, certifications, certified mill test reports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/344lap.impl.pdf?sfvrsn=86a8d96c_03340302.origind
the Contractor to run process control tests for informational purposes, as defined in 334-4, or may run independent verification tests to determine the acceptability of the material. Density testing, Level C through E mixtures, test 4 inch specimens in accordance with FM 1-T 283. Provide a mixture, Acceptance Testing Exceptions: When the total combined quantity of hot mix asphalt for the project, that converts to less than 1 inch as described in 334-1.4. Density testing for acceptance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/internal/3340302.origind.pdf?sfvrsn=fd6b623e_0v1-section55-clean
in that evaluation. 5.5.5.7.3 Testing Equipment Acceptable tolerances for the test equipment are shown, ) evaluating the performance of the qualified sampling and testing personnel and equipment, and 2, inspection and testing. District personnel performing IA evaluations must participate in at least, perform acceptance program sampling and testing for the Department must be qualified. Qualifications, . Other qualifications may apply as defined in the contract. Test methods not covered by CTQP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/administration/resources/library/publications/materialsmanual/documents/v1-section55-clean.pdf?sfvrsn=28e8e450_79600000.FHWA
the credentials described in this Section to perform all testing and to submit certified test reports, Laboratory (AMRL). 960-3.2 Testing Requirements: 960-3.2.1 Component and System Tests: Corrugated duct, Required Tests for each PT System Type (1) Procedures Appendix Test Description Internal PT System, Assembly Pressure Test: In addition to the other testing specified in this Section, test all filler, for external PT systems. 960-3.2.3 External PT Systems Pressure Test: In addition to the other testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/9600000.fhwa.pdf?sfvrsn=f614a461_06110000.FHWA
Manufacturer’s Tests and Certifications. Formaterials which may not require formal testing, the satisfactory completion of all field tests of completed installations in accordance with the requirements, tests of completed installations in accordance with the requirements of 611-4 and on the basis, otherwise in writing by the Engineer. 611-4 Field Tests of Signal Installations. Perform the following tests on all traffic signal installations in the presence of the Engineer and, when applicable
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul10/files/6110000.fhwa.pdf?sfvrsn=feaadc5e_09230100.impl
. Samples arriving at the laboratory shall be allowed 14 days for completion of tests. The frequency of testing, by the Department, of approved sources will be as outlined in the Sampling, Testing, compliance testing at any time, of any water source
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/9230100.impl.pdf?sfvrsn=8a3e9ba_0