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D7020000.do
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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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 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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. 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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) 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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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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/5340000.impl.pdf?sfvrsn=28f6eb45_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/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
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; therefore, assume responsibility for performance of all quality control testing and inspections, 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, with Section 6, independently certified test reports, and written certification that the product meets, . 534-7 Test Wall. Erectatest wall section not less than 50 feet in length before starting general
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, assume 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 CTQP qualified testing personnel. Perform compressive strength testing in a laboratory, 6, independently certified test reports, and written certification that the product meets, -in-Place)withauniform color, pattern, and texture. 534-8 Test Wall
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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/specifications/by-year/2005/january-2005/workbook/5340000ss.pdf?sfvrsn=934fea42_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, -in-Place)withauniform color, pattern, and texture. 534-8 Test Wall
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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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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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss9940000.pdf?sfvrsn=fb157d7e_07010000Orign
with the Department’s Sampling, Testing and Reporting Guide schedule. 701-2.2 Glass Spheres: Use only glass, and the Department’s Sampling, Testing and Reporting Guide schedule. 701-3 Equipment. Useequipment capable, extrusion equipment. The Engineer will conduct field tests in accordance with FM 5-541. Remove, devices to the pavement using screed extrusion equipment. TheEngineerwillconduct field tests, shoulder warning devices meeting the following minimum requirements when tested by the Engineer
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M 247 Part 2 and the following physical requirements apply: Property Test M e t h o d S p e c i f i, No. 8 0 N 0 . 1 0 0 0–5 9711234.D01.doc All Jobs 3 ProvidetheEngineerCertified test reports from, Composition: Component Test Method White Yellow Binder 18.0% minimum 18.0% minimum TiO 2 , Type II, ] sieve) 32.0% maximum 39.5% maximum Percentages are by weight. Component Test M e t h o d White, requirements: Property Test M e t h o d Minimum Maximum Water Absorption ASTM D 570 - 0.5% Softening
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. Customer Complaints FDOT’s unilateral and unwavering testimony regarding “Resolution for Customer, . The majority of exhibits and verbal testimony by Foundation Services attempting to support
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