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6200401.resp
6200401 GROUNDING AND LIGHTING PROTECTION COMMENTS FROM INTERNAL/INDUSTRY REVIEW No Name Comments: (Industry,5-25-18) "Ground resistance testing is not required for roadway lighting installations." Is the intent to not test and assume the contractor constructed the lighting correctly, to the lighting to exclude this Fall Potential Test for lighting and signalization. Response: (7-5-18) Testing for traffic signal installations may be addressed at a future date. No change made. ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/6200401.resp.pdf?sfvrsn=86cfe36f_09620000-723comm
testing data can be collected during construction. This requirement was put in place to eliminate, the UT testing criteria for the upright material used in Sign Structures (Several Industry standards, , X52N, X52M, X56N, X56M, X60N, X60M, X65M, X70M PSL2 Killed, Fine Grain, Tensile, CVN Test, 5L), CVN Test per 962-2 Response:
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/9620000-723comm.pdf?sfvrsn=2e6cf541_19750201ind
testing, use flat test panels prepared in accordance with AASHTO R 31. Outdoor exposure testing, -Graffiti Coatings Performance Requirements Outdoor Exposure Testing – Non-Sacrificial Property Test, Test Method Acceptance Criteria Cyclic Weather Testing AASHTO R 31: no salt fog, 95 ° F, 0, Outdoor Exposure Testing - Sacrificial Property Test Method Acceptance Criteria Sacrificial Coating, is fixing the warranty testing specification, ensuring quality. What financial impact does
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/9750201ind.pdf?sfvrsn=c88a802a_1D1250000
. 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 125-9.2 and be verified, . When a QC test fails the requirements of 125-9.2 or when the QC tests cannot be verified, construct, sampling and testing at a minimum frequency of one test per soil type. The Verification test, testing. The material will be sampled and tested in accordance with AASHTO T 99, Method C. TheEngineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d125000043ef4fa99a4c428b94ca7e08c16eca00.pdf?sfvrsn=8fa13b52_0D1250000.do
of one LOT. Perform five QC tests at random locations within the test section. All five tests must, of 125-9.2 or when the QC tests cannot be verified, construct a new test section. The Contractor, Materials Office will perform Resolution testing. The material will be sampled and tested, to accommodate compaction and density testing. Submission of bid and subsequent execution of the Contract, envelope if he can demonstrate with a successful test section that density can be achieved. Notify
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d1250000.do.pdf?sfvrsn=b451ffa6_0D1250000
. 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 125-9.2 and be verified, . When a QC test fails the requirements of 125-9.2 or when the QC tests cannot be verified, construct, sampling and testing at a minimum frequency of one test per soil type. The Verification test, testing. The material will be sampled and tested in accordance with AASHTO T 99, Method C. TheEngineer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d1250000.pdf?sfvrsn=4ca4a6c0_0D1250000.do
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 125-9.2 and be verified by the Department. Identify the test, the requirements of 125-9.2 or when the QC tests cannot be verified, construct a new test section, Materials Office will perform Resolution testing. The material will be sampled and tested in accordance, to accommodate compaction and density testing. Submission of bid and subsequent execution
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d1250000.do.pdf?sfvrsn=5a7b40c8_01050404-723origind
. SUBARTICLE 105-8.7.3 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-Consolidating Concrete Testing Technician if testing self-consolidating concrete (SCC). 2.ACI Concrete Strength Testing Technician, for personnel performing tests on hardened properties
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/internal/1050404-723origind.pdf?sfvrsn=22f26b8c_13340302.comm
we waive the requirement for Density Testing for Acceptance? Many of our more frequent pavement, richard.hewitt@dot.state.fl.us Comments: (11-30-10) I recommend adding language to require density testing in bike lanes. (ex. “Bike lanes are subject to density testing for acceptance.”) Bike lanes are part, between a Bike LANE (part of the roadway where I propose we require density testing) and a Bike, not require density testing). (From Rich (12-1-10) Just to let you know where I am coming from
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, Internal Review) The added column for 100% Dynamic Testing is needed but the resistance factors should, be within reasonable ranges. There is still confusion regarding the 100% dynamic testing. First, it should not be dictated for the initial drive and testing of all blows. This is not needed for steel piles, for example. Testing the entire drive of a steel pile does not provide useful data, there is no critical information that can be gained by it. Even for concrete piles, no need to test each
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/4550510db.comm.pdf?sfvrsn=63b8385c_0Section113V2-726
, 2025 Volume II: Phased Array Ultrasonic Testing 11.3.1 SECTION 11.3 Volume II PHASED ARRAY ULTRASONIC TESTING 11.3.1 PURPOSE This procedure provides guidance for the development and implementation of procedures for the use of Phased Array Ultrasonic Testing on Florida Department, for Agencies Performing Nondestructive Testing ASTM E2700 Standard Practice for Contact Ultrasonic Testing of Welds Using Phased Arrays ASTM E2491 Guide for Evaluating Performance Characteristics
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/materials-manual/section113v2-726.pdf?sfvrsn=418b472a_1SS9620000
- 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/programmanagement/implemented/workbooks/julworkbook2008/files/ss962000033bfebfd97ca4221a6622a5039a57f2a.pdf?sfvrsn=d8eae60_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/programmanagement/implemented/workbooks/julworkbook2008/files/ss9620000.pdf?sfvrsn=7f37f4f_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/programmanagement/programmanagement/implemented/workbooks/revisions/july08/ss9620000.pdf?sfvrsn=1e50053d_05600000FHWA
. Conduct the non-abrasive residue and lead content tests as directed by the Engineer. If test, allow testing frequency may to be reduced to one chloride contamination test per day. When any, Between Coats 3 tests (first 1,000 ft 2 ) 1 test (ea. Additional 1,000 ft 2 ) ≤ 7 µg/cm 2, allow testing frequency to be reduced to one chloride contamination test per day. When any, 2 Chlorides Between Coats 3 tests (first 1,000 ft 2 ) 1 test (ea. Additional 1,000 ft 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/5600000fhwa.pdf?sfvrsn=f95810b3_2SP3300802-i18516
the requirements of this Specification. 330-9.4.1 Process Control Testing: Assume full responsibility, at all times. 330-9.4.2 Laser Acceptance: Acceptance testing for pavement smoothness, Roughness Index (IRI) as defined in ASTM E1926. Areas not suitable for testing with the laser profiler will be QC tested and accepted with the straight edge in accordance with 330-9.4.3, . For acceptance testing purposes, the pavement will be divided into LOTs. A LOT is defined as anything
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/workbook/sp3300802-i18516.pdf?sfvrsn=6c71fb86_2SP3300802-i19138
the requirements of this Specification. 330-9.4.1 Process Control Testing: Assume full responsibility, at all times. 330-9.4.2 Laser Acceptance: Acceptance testing for pavement smoothness, Roughness Index (IRI) as defined in ASTM E1926. Areas not suitable for testing with the laser profiler will be QC tested and accepted with the straight edge in accordance with 330-9.4.3, . For acceptance testing purposes, the pavement will be divided into LOTs. A LOT is defined as anything
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/workbook/sp3300802-i19138.pdf?sfvrsn=e6fb1985_1SP3300802-122
in ASTM E1926. Areas not suitable for testing with the laser profiler will be QC tested and accepted, Process Control Testing: Assume full responsibility for controlling all paving operations, Acceptance: Acceptance testing for pavement smoothness of the friction course for mainline traffic lanes, and a report issued with the IRI reported to whole numbers. For acceptance testing purposes, is needed for the Department to schedule the equipment. Prior to testing and for the full project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/workbook/sp3300802-122.pdf?sfvrsn=e86d2dfe_2SP3300802-i16425
E1926. Areas not suitable for testing with the laser profiler will be QC tested and accepted, Process Control Testing: Assume full responsibility for controlling all paving operations and processes, : Acceptance testing for pavement smoothness of the friction course for mainline traffic lanes, and a report issued with the IRI reported to whole numbers. For acceptance testing purposes, the pavement, for the Department to schedule the equipment. Prior to testing and for the full project limits
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/workbook/sp3300802-i16425.pdf?sfvrsn=31034d_2SP3300802
in ASTM E1926. Areas not suitable for testing with the laser profiler will be QC tested and accepted, Process Control Testing: Assume full responsibility for controlling all paving operations, Acceptance: Acceptance testing for pavement smoothness of the friction course for mainline traffic lanes, and a report issued with the IRI reported to whole numbers. For acceptance testing purposes, is needed for the Department to schedule the equipment. Prior to testing and for the full project
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/workbook/sp3300802.pdf?sfvrsn=a175fcc3_2