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5260301.comm
requirements, the old spec does not indicate the samples will be tested for strength. This modification seems to add testing requirements for roadway paver samples, even though that is apparently, to the ASTM methods and eliminating all testing of samples. Arguably, successful architectural paver
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/5260301.comm.pdf?sfvrsn=23becc43_0Section93V2-724
amples may be obtained and tested by the Producer or the Department. Each brand or type of Clearly, . Ensure that the preparation and testing of the trial mixes is performed by a laboratory, testing shall be qualified as described in Specifications Section 105. Make a separate submittal
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/redline/section93v2-724.pdf?sfvrsn=a825dfbe_14000000IMP
verification and testing at no expense to the Department and to the satisfaction of the Engineer, inspection. Afterthedeckconcretehasbeeninplaceforaminimum period of two days, test for soundness, , inspect the forms for cracks and excessive form deflection, and test for soundness and bonding, concrete samples for assurance testing at the discharge end of the belt conveyor system. Make, and testing. Remove any concrete placed in an unsatisfactory manner at no expense to the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/4000000imp.pdf?sfvrsn=be2bc842_04000000SS
component for any improper welding technique, and perform all required verification and testing, . Afterthedeckconcretehasbeeninplaceforaminimum period of two days, test for soundness and bonding, the forms for cracks and excessive form deflection, and test for soundness and bonding of the forms, samples for assurance testing at the discharge end of the belt conveyor system. Make available to the Engineer the necessary platform to provide a safe and suitable place for sampling and testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4000000ss2f0fb9396cec4c5da43fbd11e3cfe0f6.pdf?sfvrsn=6a272c78_04000000SS
verification and testing at no expense to the Department and to the satisfaction of the Engineer, inspection. Afterthedeckconcretehasbeeninplaceforaminimum period of two days, test for soundness, , inspect the forms for cracks and excessive form deflection, and test for soundness and bonding, concrete samples for assurance testing at the discharge end of the belt conveyor system. Make, and testing. Remove any concrete placed in an unsatisfactory manner at no expense to the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4000000ss.pdf?sfvrsn=54c2b5d3_04000000SS
verification and testing at no expense to the Department and to the satisfaction of the Engineer, inspection. Afterthedeckconcretehasbeeninplaceforaminimum period of two days, test for soundness, of two days, inspect the forms for cracks and excessive form deflection, and test for soundness, operations. Take concrete samples for assurance testing at the discharge end of the belt conveyor system, for sampling and testing. Remove any concrete placed in an unsatisfactory manner at no expense
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2006/files/4000000ss.pdf?sfvrsn=19e3f2bc_04000000SS
verification and testing at no expense to the Department and to the satisfaction of the Engineer, inspection. Afterthedeckconcretehasbeeninplaceforaminimum period of two days, test for soundness, , inspect the forms for cracks and excessive form deflection, and test for soundness and bonding, concrete samples for assurance testing at the discharge end of the belt conveyor system. Make, and testing. Remove any concrete placed in an unsatisfactory manner at no expense to the Department
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4000000ssffbc36de9e8643ebbdd62700a869aa25.pdf?sfvrsn=ba79ec66_01050806origind
include final curing, compressive strength testing, and the recording/reporting of all test data, Concrete Strength Testing Technician, for personnel performing tests on hardened properties of concrete, tests must have ACI Concrete Field Testing Technician-Grade I certification. Personnel performing, plastic property tests must have ACI Concrete Field Testing Technician-Grade I certification, - Level I1 : Ensure technicians performing plastic property testing on concrete for materials
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. Duties include final curing, compressive strength testing, and the recording/reporting of all test, Testing Technician - Grade I, for personnel performing concrete plastic property tests and ACI Self, Concrete Strength Testing Technician, for personnel performing tests on hardened properties, property tests must have ACI Concrete Field Testing Technician-Grade I certification. Personnel, performing plastic property tests must have ACI Concrete Field Testing Technician-Grade I certification
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the Engineer prior to beginning construction of a test section. Construct a test section of the length of one full LOT. Perform five QC tests at random locations within the test section. All five QC tests and a Department Verification test must meet the density required by 120-10.2. Identify the test, of a change in compaction effort or soil classification, failing QC test or when the QC tests cannot, compacted thickness, after having demonstrated with a successful test 1200702 All Jobs section
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gradation test. In this case the impact is very minor. If the producer runs additional wood and root tests, they can set up the material for a gradation test in a pan, count the wood but not run, and inadequate to account for roots and wood. 2) The Specification’s referenced test method for mica schist, , and to reference the AASHTO test method for determining mica schist, Negative. The mines are already hiring workers at certain production stations to pick roots. Testing
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is the cure for failed perk tests? Response: : Yes, each test site where trees will be planted, : (12-5-16) 1630000 It is important to know if the existing soil will also percolate. The test holes will percolate if the new soil surrounding the test hole is permeable. If there is a clay layer under your new soil the median will fill up with water and drowned your plants. The test holes are needed, finding that it’s very unlikely that thorough testing of imported material occurs – esp. in regard
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of their post-tensioning systems must submit test results to the Structures Design Office and include certified test reports from an independent laboratory audited by AASHTO Materials Reference, . Test plastic components in a certified independent laboratory accredited through the laboratory, for Laboratory Accreditation (A2LA). Certification of test reports may be performed by an independent, component test and entire system test, if needed, must be retested in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/4620000fhwa.pdf?sfvrsn=56a95cca_04620000Origin
Specifications. Test and provide written certification that the couplers meet or exceed the testing, establish, through testing, the minimum bending radius for the duct. The test consist of a modified, seeking evaluation of their post-tensioning systems must submit test results to the Structures Design Office and include certified test reports from an independent laboratory audited by AASHTO, specified herein. Test plastic components in a certified independent laboratory accredited through
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jan07/files/4620000origin.pdf?sfvrsn=c3b54bb7_0Section11.3-042214_1-15WB
metal through which ultrasound must travel to test the weld shall be tested for laminar reflectors, Metal Products Volume II: Advanced Ultrasonic Testing 11-3-1 SECTION 11.3 Volume II ADVANCED ULTRASONIC TESTING 11.3.1 PURPOSE This procedure provides guidance for the development and implementation of procedures for the use of Advanced Ultrasonic Testing on Florida Department of Transportation, Performing Nondestructive Testing ASTM E-2700 Standard Practice for Contact Ultrasonic Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/materials-manual/section11-3-042214_1-15wb.pdf?sfvrsn=4a744716_1Section113_042214
metal through which ultrasound must travel to test the weld shall be tested for laminar reflectors, Metal Products Volume II: Advanced Ultrasonic Testing 11-3-1 SECTION 11.3 Volume II ADVANCED ULTRASONIC TESTING 11.3.1 PURPOSE This procedure provides guidance for the development and implementation of procedures for the use of Advanced Ultrasonic Testing on Florida Department of Transportation, Performing Nondestructive Testing ASTM E-2700 Standard Practice for Contact Ultrasonic Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section113_042214.pdf?sfvrsn=79ef8674_1CM-650-03 Vehicular Traffic Signal Assembly Backplate
Inspection TERL Test Cases (Steps): BP002 (Step 1) FORMTEXT FORMTEXT Init.: FORMTEXT, and Physical Inspection FORMTEXT Indicate location of requested information in submittal. TERL Test, in submittal. TERL Test Cases (Steps): BP001 (Step 2), BP002 (Step 3) FORMTEXT FORMTEXT, a statement of conformance in this field. Compliance Matrix Review TERL Test Cases (Steps): BP001 (Step, of the American Society for Testing and Materials (ASTM) D 3359, ASTM D 3363, and ASTM D 522
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-650-03-vehicular-traffic-signal-assembly-backplate.docx?sfvrsn=7c0c17e4_1SS9620000
A 709 impact test requirements in Table 9 (Non-Fracture Critical Tension Components) or Table 10, 414-276-18. In addition to the specified test coupons, test specimens from parts integral with the castings, such as risers, are to be tested for castings with a mass more than 1,000 pounds, and testing of the DTI device and will cover the remaining gap. Otherwise, coat the DTI device, in the fastener assembly by the same zinc process, and provide a test report on the zinc coating thickness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss96200006bf3dddb1e72472287872b0ab9896407.pdf?sfvrsn=75a27db7_0SS9620000
A 709 impact test requirements in Table 9 (Non-Fracture Critical Tension Components) or Table 10, 414-276-18. In addition to the specified test coupons, test specimens from parts integral with the castings, such as risers, are to be tested for castings with a mass more than 1,000 pounds, and testing of the DTI device and will cover the remaining gap. Otherwise, coat the DTI device, in the fastener assembly by the same zinc process, and provide a test report on the zinc coating thickness
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss9620000.pdf?sfvrsn=f7ffe459_0SS9620000
- carrying members or components (as defined in Section 460), meet the ASTM A 709 impact test, to the specified test coupons, test specimens from parts integral with the castings, such as risers, are to be tested for castings with a mass more than 1,000 pounds to determine that the required, with plain bolts if the finish coat of paint is applied after installation and testing of the DTI device, a test report on the zinc coating thickness. 4.Foranchorrodsfabricatedfrom material having a yield
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9620000.pdf?sfvrsn=6ef37040_0