9191 search results for test
2026FDM113RWRequirements
and the engineer should be prepared to testify in court as to necessity. (2) In the situation where
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by the Engineer, for Independent Verification testing. In situations where it is impractical to cut five cores, the requirements of Table 334-5 for density, then a comparison of the Independent Verification Gmm test results and the Contractor’s Gmm test results, if available, will be made. If the comparison meets, any material represented by the failing test results in accordance with 334-5.9.5. If the comparison values meet why would you cease production? Response: The comparison of the Gmm tests
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is deleted and the following substituted: 700-4.22 Acceptance Testing: Conduct a 30 day acceptance test, , testing will be restarted. The Engineer may select to pause and extend the 30 day test period, substituted: 700-4.21 Operational Testing: After the system testing is successfully completed; conduct one continuous 72 hour, full-operating test prior to conducting the 30 day acceptance test. The Engineer will approve the type of tests to be conducted. Include in the tests all control, monitoring
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/7000101.impl.pdf?sfvrsn=e977934a_0CR-6 Base (2016-2017) 7-12-16 clean
STATEWIDE CRITICAL REQUIREMENT LIST - FISCAL YEAR 2016/2017 Quality Assessment Category Number 6 Base 1.Is the CEI staff enforcing the requirement for multiple course base that density tests for the lower courses are taken and passed prior to spreading material for the top course? Does the Earthwork Record System verify this? Does a field visit verify this? [Spec. 200-6] 2.Is the CEI, this? [200-7] 4.Has the CEI enforced the requirement that all required density test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1617/cr-6-base-(2016-2017)-7-12-16-clean.pdf?sfvrsn=2296ba60_0CR-6 Base (2018-2019) clean
STATEWIDE CRITICAL REQUIREMENT LIST - FISCAL YEAR 2018/2019 Quality Assessment Category Number 6 Base 1. Is the CEI staff enforcing the requirement for multiple course base that density tests for the lower courses are taken and passed prior to spreading material for the top course? Does the Earthwork Record System verify this? Does a field visit verify this? [Spec. 200-6] 2. Is the CEI, this? [200-7] 4. Has the CEI enforced the requirement that all required density test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1819/cr-6-base-(2018-2019)-clean.pdf?sfvrsn=85753ff5_0CR 6 Base (2017-2018) clean
STATEWIDE CRITICAL REQUIREMENT LIST - FISCAL YEAR 2017/2018 Quality Assessment Category Number 6 Base 1. Is the CEI staff enforcing the requirement for multiple course base that density tests for the lower courses are taken and passed prior to spreading material for the top course? Does the Earthwork Record System verify this? Does a field visit verify this? [Spec. 200-6] 2. Is the CEI, this? [200-7] 4. Has the CEI enforced the requirement that all required density test results
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on all results. Including positive spot test specifications, and updated AASHTO tests. Separating
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results. Including positive spot test specifications, and updated AASHTO tests. Separating
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7010402 AUDIBLE AND VIBRATORY PAVEMENT MARKINGS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Tim Ruelke 352-955-6620 timothy.ruelke@dot.state.fl.us Comments: (6-9-13) Do you want to consider adding “resolution” language in case the Engineer’s verification tests fail? Response: No, the specification addresses the resolution. No changes made, . Due to several test deck failures, this product is not capable of meeting the requirements spelled
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Evaluation Program (NTPEP) field test data for additional Pavement Marking Materials (PMM). Please review, and the infrared identification curve (2.5 to 15 µm) for the vehicle component. The Department will test, mManufacturers shall provide National Transportation Product Evaluation Program (NTPEP) field test data meeting FDOT Specification requirementsin lieu of evaluation testing as per FM 5-541, Part B. A notation of the number of coats and the thickness of each coat at which the product passes testing may
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Evaluation Program (NTPEP) field test data for additional Pavement Marking Materials (PMM). Please review, and the infrared identification curve (2.5 to 15 µm) for the vehicle component. The Department will test all, shall provide National Transportation Product Evaluation Program (NTPEP) field test data meeting FDOT Specification requirementsin lieu of evaluation testing as per FM 5-541, Part B. A notation of the number of coats and the thickness of each coat at which the product passes testing may
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/9710104-122fhwa.pdf?sfvrsn=cfc4f1a4_2GL-09 foundations (2016-2017)
loss test results before drilled shaft concrete operations begin. The tests shall demonstrate, time. Inform the Engineer at least 48 hours before performing such tests in order to allow proper Verification of the results. The Contractor shall perform slump loss testing of the drilled shaft mix using a laboratory acceptable to the Engineer. 16. Drilled Shaft Test Hole (demonstration, Report of Construction, test shafts must be removed to 2 ft. [0.6 m] below ground line. [Spec
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shaft concrete is placed in any wet shaft, the QC Manager shall provide slump loss test results before drilled shaft concrete operations begin. The tests shall demonstrate that the drilled shaft, at least 48 hours before performing such tests in order to allow proper Verification of the results. The Contractor shall perform slump loss testing of the drilled shaft mix using a laboratory acceptable to the Engineer. 16. Drilled Shaft Test Hole (demonstration) and Production Shafts: document
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drilled shaft concrete is placed in any wet shaft, the QC Manager shall provide slump loss test results before drilled shaft concrete operations begin. The tests shall demonstrate that the drilled, the Engineer at least 48 hours before performing such tests in order to allow proper Verification of the results. The Contractor shall perform slump loss testing of the drilled shaft mix using a laboratory acceptable to the Engineer. 16. Drilled Shaft Test Hole (demonstration) and Production Shafts
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drilled shaft concrete is placed in any wet shaft, the QC Manager shall provide slump loss test results before drilled shaft concrete operations begin. The tests shall demonstrate that the drilled, the Engineer at least 48 hours before performing such tests in order to allow proper Verification of the results. The Contractor shall perform slump loss testing of the drilled shaft mix using a laboratory acceptable to the Engineer. 16. Drilled Shaft Test Hole (demonstration) and Production
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by the Engineer after satisfactory field trial during dynamic testing. During dynamic load tests, : All equipment is subject to satisfactory field performance during and without dynamic testing. Use, determined by 455-5.12.2. When driving a pile without dynamic testing, Rreplace the pile cushion, as determined by the Dynamic Load Testing (455-5.12.4). Soft material is any material offering less than, : 455-5.14 Dynamic Load Tests: The Engineer will take dynamic measurements during the driving
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Strength Testing Technician, for personnel performing tests on hardened properties of concrete, , for personnel performing concrete plastic property tests and ACI Self-Consolidating Concrete Testing, is deleted and the following substituted: 105-8.7.3 Qualified Testing Technicians: Ensure that the testing technicians have the following certifications, as appropriate: 1.ACI Concrete Field Testing Technician Grade I, for personnel performing concrete plastic property tests and ACI Self
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2830404 – COMPACTING AND FINISHING BASE – DENSITY TESTS COMMENTS FROM INDUSTRY REVIEW ************************************************************************************* Larry Kelley Handled by: Greg Vickery District Performance Management & Communications Coordinator Office of the District Secretary Office (850) 415-9529 Fax (850) 415-9761 Cellular (850) 260-5324 mailto, , entitled "Compacting and Finishing Base - Density Tests," and offer the following comments for your
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2830404 – COMPACTING AND FINISHING BASE – DENSITY TESTS COMMENTS FROM INDUSTRY REVIEW ************************************************************************************* Larry Kelley Handled by: Greg Vickery District Performance Management & Communications Coordinator Office of the District Secretary Office (850) 415-9529 Fax (850) 415-9761 Cellular (850) 260-5324 mailto, , entitled "Compacting and Finishing Base - Density Tests," and offer the following comments for your
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content tests as directed by the Engineer. If test results do not meet requirements, notify, tests each day to confirm the equipment is functioning properly. Return to the weekly testing interval, of an electronic conductivity meter for soluble salts testing and to clarify application intent for caulking, a soluble salts test kit in accordance with SSPC-Guide 15 utilizing a Class A retrieval method. Ensure the test sleeve or cell creates a sealed, encapsulated environment during ion extraction
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