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SS7810000
the start of any tests. Conduct all tests according to the approved test procedures detailed, of the contract period. 781-3.20 System Testing: Conduct approved DMS system tests on the field equipment, test. The Engineer will approve the type of tests to be conducted. Include in the tests all control, Acceptance Testing: Conduct a 60-day acceptance test after the successful completion, . 781-4.4 Testing: Subject the equipment covered by these specifications to design approval tests
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running the required test methods. 960-3.1.3 System Testing: In lieu of performing PT system tests, Reference to fib Bulletin 75 Required Tests for each PT System Type (1) Procedures Appendix Test, ; No = Test is not required. (2) Do not preload strand into duct prior to testing. (3) Identify duct, testing specified in this Section, test all filler containment assemblies, i.e., anchorages, anchorage, PT Systems Pressure Test: In addition to the other testing specified in this Section, test all
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to be tested. The time required for testing shall be determined by the testing lab selected, and by agreement, the independent laboratory may use the manufacturer’s test facilities providing that testing, with additional (repeat) tests shall be borne by the Contractor. Both pads must pass Level II Test, the performance of their products in accordance with Florida Test Methods FM 5-532 or FM 5-533. 932-1.2.3, to concrete shall be used if required by the manufacturer. When a manufacturer’s product is tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9320000.do.pdf?sfvrsn=8feecfa6_0QF-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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) 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
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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: ******************************************************************************
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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
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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_0FM1-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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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
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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
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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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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
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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
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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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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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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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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
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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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