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SunGuide and Lonestar Review
requirements are tested through integration testing procedures during the factory acceptance test (FAT, ; pg. 30 Testing Software Integration Procedure (Factory Acceptance Test Plan) Lonestar Acceptance Test Plan (ATP) Testing Software Integration Case Procedures (Factory Acceptance Test Procedures, itself. They are usually tested through integration testing scenarios in a lab environment, for independent testing. The IV&V team produces independent test plan and procedures documents
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/cmtp/sunguide/whitepapers/sunguide-and-lonestar-review.pdf?sfvrsn=a68c2888_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
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howard.moseley@dot.state.fl.us Comments: (7-8-11) 334-5.1.1 Sampling and Testing Requirements The word “covered” has, or a requirement. Will this change affect test results? Response: ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/3340104.comm.pdf?sfvrsn=770ff057_09230201.impl
923 WATERFORCONCRETE. (REV10-14-15)(FA1-11-16)(7-16) SUBARTICLE923-2.1isdeletedandthefollowingsubstituted: 923-2.1General: Water from potable water supplies approved by a public health department may be used without additional testing. The concrete producer shall submit test data of water samples from other sources. To determine chemical properties, use a laboratory accredited by the National Environmental Laboratory or Construction Materials Engineering Council Accreditation Program
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9230201.impl.pdf?sfvrsn=94f43665_0Section86V2-725cln
) 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_19750000-723FHWA
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_1QF-74-02-4 NEMA TS4 2.2.3-2.2.6, 3.1.1 & 5.4 Checklist
-Voltage Tests. 12 2.2.3.2.2 Test unit operates without malfunction with its input voltage adjusted, -Voltage Tests with Humidity. 20 2.2.3.3.2 Test unit cycles without malfunction with an input voltage, Tests for DMS. 24 2.2.6 Test unit cycles in a continuous loop and its input voltage is removed, -Temperature Low-Voltage Tests with Humidity. 30 2.2.3.4.2 Test unit operates without malfunction, Tests for DMS. 32 2.2.6 Test unit cycles in a continuous loop and its input voltage is removed
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. Successfully provided expert transportation design testimony in court as well as analyses and reports to law
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/constadm/drb/resume/hambidged.pdf?sfvrsn=1df2cbb5_0SS9260000
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
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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
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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
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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
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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
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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
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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
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and shoulder pavement at the crosswalk location. The test installation will be tested, subject to vehicular and non- vehicular traffic. It also clarifies submittal and testing requirements, . The language also clarifies manufacturer submittal and testing requirements and documentation, ’sspecificationsandprocedures,hasbeentested inaccordancewithASTM E-303 using the British Pendulum Tester and has, and installation. 2. Manufacturer’s Laboratory test data from an independent laboratory verifying
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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
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. 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