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Software Development Plan
for Factory Acceptance Testing (FAT). All installers will be run and tested at SwRI prior to delivery, the test was completed as well as pass or failure status. If, during the testing, anomalous behavior, 4.3.4 Development and Unit Testing ...............................................................................16 4.3.5 Integration Testing .................................................................................................16 4.3.6 Acceptance Testing
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residue and lead content tests as directed by the Engineer. If test results do not meet requirements, Test Kit: Use aMeasure the soluble salts test kitusing methods in accordancecompliance with SSPC, strip or multi-step patch, cell, or ring. Ensure the test sleeve or cell creates a sealed, encapsulated environment during ion extraction and is suitable for testing all structural steel surfaces, in use and conduct the water-soluble contaminant and oil content tests outlined in SSPC-AB 2
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-abrasive residue and lead content tests as directed by the Engineer. If test results do not meet, Soluble Salts Test Kit: Use aMeasure the soluble salts test kitusing methods in accordancecompliance, , fiber strip or multi-step patch, cell, or ring. Ensure the test sleeve or cell creates a sealed, encapsulated environment during ion extraction and is suitable for testing all structural steel, machine in use and conduct the water-soluble contaminant and oil content tests outlined in SSPC-AB 2
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residue and lead content tests as directed by the Engineer. If test results do not meet requirements, Test Kit: Use aMeasure the soluble salts test kitusing methods in accordancecompliance with SSPC, strip or multi-step patch, cell, or ring. Ensure the test sleeve or cell creates a sealed, encapsulated environment during ion extraction and is suitable for testing all structural steel surfaces, in use and conduct the water-soluble contaminant and oil content tests outlined in SSPC-AB 2
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, and establishing a test matrix, plan, and setup for laboratory fatigue testing that accounts, these choices. Test Plan A detailed experimental testing plan aimed at determining the most appropriate, testing. A “design allowable test plan” was recom m ended in this study, which is deemed appropriate, provisions for reducing the total test duration by adjusting the number of tests at each stress level, and Compliance Protocols for Experimental Testing ................................ 324 B-1 Pre-Test
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facility owners, experts in the field, and in house testing, these coatings are more efficient and will reduce cost. Summary of the changes: Test requirements have been updated to allow water cleanable, and that no moisture is present when tested in compliance with ASTM D 4263. Do not apply coatings when precipitation, 4258 Testing pH of cleaned concrete surface .........ASTM D 4262 Moisture in concrete, is to be applied over an existing coating, conduct apply a test patch (minimum area of 4 square feet
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with the Department’s Sampling, Testing and Reporting Guide schedule. 702-2.3.2 Glass Spheres: The Engineer will take random samples in accordance with ASTM D 1155 and the Department’s Sampling, Testing and Reporting, with Florida Test Method FM 5-541, the thickness of the traffic stripes is a minimum of 0.140 inch, this Specification, at no additional cost to the Department any LOT as defined and tested by Florida Test Method FM 5- 541, which fails to meet any of the following requirements: a. D i mensions b. G
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with the Department’s Sampling, Testing and Reporting Guide schedule. 702-2.3.2 Glass Spheres: The Engineer will take random samples in accordance with ASTM D 1155 and the Department’s Sampling, Testing and Reporting, with Florida Test Method FM 5-541, the thickness of the traffic stripes is a minimum of 0.140 inch, this Specification, at no additional cost to the Department any LOT as defined and tested by Florida Test Method FM 5- 541, which fails to meet any of the following requirements: a. D i mensions b. G
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of Aggregate to Testing Size FM 5-553 - Florida Method of Test for Sulfate in Soil and Water FM 5-619 - Florida Method of Test for The Evaluation of Post-Tensioned Tendon Grout by Using Inclined Tube, from the inclined tube test (FM 5-619) and allow to reach final set time before testing. 3.1.2., Gainesville, Florida 32609 September 10, 2025 FM5-618 1 Florida Method of Test for Sampling of Post, a high point on the duct system. If new construction, allow to reach final set time before testing
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the Engineer of any damage which occurs and repair in an approved manner. 452-56.9 Test Samples: Provide additional test samples and testing for compressive strength on precast segments and field closure, the various components. Providetheresults of the compression testing of one or more test cylinders, approval for meeting the Specification requirements on casting, curing and testing of concrete test, , or as approved by the Engineer. Testcylinders, made and cured in the same manner as the segment
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. 452-6.9TestSamples: Provide additional test samples and testing for compressive strength, and testing of concrete test cylinders. Nodirectpayment will be made for the concrete testing. All costs, as specified on the plans, in this Section, or as approved by the Engineer. Testcylinders, made and cured, , transporting and erecting the various components. Providetheresultsofthecompression testing of one or more test cylinders for controlling the time of execution of the various construction operations
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. 452-6.9TestSamples: Provide additional test samples and testing for compressive strength on precast segments, and erecting the various components. Providetheresultsofthecompression testing of one or more test, the Engineer’s approval for meeting the Specification requirements on casting, curing and testing of concrete test cylinders. Nodirectpayment will be made for the concrete testing. All costs for such testing, on the plans, in this Section, or as approved by the Engineer. Testcylinders, made and cured in the same
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for the Engineer to investigate the borrow area. The Engineer will determine test locations, collect samples, and perform tests to investigate the proposed borrow area based on soil strata and required soil properties. The Engineer will approve use of materials from the proposed area based on test results and project requirements. Final acceptance of materials will be based on Point of Use Test as described
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) 942-1405 aprasad@ftba.com Comments: (5-25-21, Internal) 455-5.1 In the setting of permanent and test, piles in the same manner and to the same depth test piles were predrilled, unless required otherwise, depth as the test piles. This would provide relationship of driving data to the test pile, predrill depth of the test piles. We agreed with this request because the driving criteria is based on the test piles conditions. In order not to alter the driving criteria the predrilling should
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products must also include the compatible d film overlay materials shall be tested in this s, dependant, each color included in the QPL application must be tested and meet the re 6 or this Section, product data sheets, performance test reports from an independent the product meets, as amended in Section. Classification Type VII (Special) shall be tested in accordance with, and meet, with the Department’s Sampling, Testing and Reporting Guide Schedule or on a random basis at the discretion
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for performance of all quality control testing and inspections required by Sections 346 and 400 for the precast component construction. Perform all Quality Control Testing using CTQP qualified testing personnel. Perform compressive strength testing in a laboratory inspected by CCRL or CMEC, . ManufacturersseekingevaluationofproductsforinclusionontheQPLmust submit an application in accordance with Section 6, independently certified test, , and texture. 534-8 Test Wall. Erectatestwallsectionnotlessthan50feet[15.0m] in length before starting
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for performance of all quality control testing and inspections required by Sections 346 and 400 for the precast component construction. Perform all Quality Control Testing using CTQP qualified testing personnel. Perform compressive strength testing in a laboratory inspected by CCRL or CMEC, with all, test reports, and written certification that the product meets the requirements of this Section, (PrecastorCast-in-Place)withauniform color, pattern, and texture. 534-8 Test Wall
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responsibility for performance of all quality control testing and inspections required by Sections 346 and 400 for the precast component construction. Perform all Quality Control Testing using Construction Training and Qualification Program (CTQP) qualified testing personnel. Perform compressive strength testing in a laboratory inspected by the Cement and Concrete Reference Laboratory (CCRL, . ManufacturersseekingevaluationofproductsforinclusionontheQPLmustsubmit an application in accordance with Section 6, independently certified test reports
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for performance of all quality control testing and inspections required by Sections 346 and 400 for the precast component construction. Perform all Quality Control Testing using CTQP qualified testing personnel. Perform compressive strength testing in a laboratory inspected by CCRL or CMEC, . ManufacturersseekingevaluationofproductsforinclusionontheQPLmust submit an application in accordance with Section 6, independently certified test, , and texture. 534-8 Test Wall. Erectatestwallsectionnotlessthan50feet[15.0m] in length before starting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/5340000ss.pdf?sfvrsn=4a6cad55_05340000SS
for performance of all quality control testing and inspections required by Sections 346 and 400 for the precast component construction. Perform all Quality Control Testing using CTQP qualified testing personnel. Perform compressive strength testing in a laboratory inspected by CCRL or CMEC, . ManufacturersseekingevaluationofproductsforinclusionontheQPLmust submit an application in accordance with Section 6, independently certified test, , and texture. 534-8 Test Wall. Erectatestwallsectionnotlessthan50feet[15.0m] in length before starting
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/5340000ss225256bceda749eea5bd114db84f0eec.pdf?sfvrsn=877735a1_0