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SS6600000
is self-leveling when applied. Ensure that loop sealant does not run out of unlevel slots as tested, from time of application and when cured as tested for tack free time using ASTM C679 at 77°F, cut, cured for 2 weeks at 77°F as tested for adhesion using visual inspection. Ensure loop sealant, , cured for 2 weeks at 77°F as tested for shrinkage using a dimensional measurement. Ensure loop sealant resists weather, oils, gasoline, antifreeze, and brake fluid as tested for absorption using
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2013/files/ss6600000.pdf?sfvrsn=db5c7dd8_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_1SPM5705000-724-i19422
on soil test reports. Soil testing shall be performed by the ___________________________________. Apply fertilizer at the rate shown in the soil test reports and in compliance, or testing. 570-50.5 Basis of Payment. Price and payment will be full compensation for all work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/maintenance/finalized/spm5705000-724-i19422.pdf?sfvrsn=9c32dc92_1SPM5705000-725-i19903
on soil test reports. Soil testing shall be performed by the ___________________________________. Apply fertilizer at the rate shown in the soil test reports and in compliance, or testing. 570-50.5 Basis of Payment. Price and payment will be full compensation for all work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/maintenance/finalized/spm5705000-725-i19903.pdf?sfvrsn=41cac5c2_1SSM5705000-723-i18619
to apply based on soil test reports. Soil testing shall be performed by the ___________________________________. Apply fertilizer at the rate shown in the soil test reports and in compliance, or testing. 570-50.5 Basis of Payment. Price and payment will be full compensation for all work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/maintenance/finalized/ssm5705000-723-i18619.pdf?sfvrsn=283c0dea_2SSM5705000-122
based on soil test reports. Soil testing shall be performed by the ___________________________________. Apply fertilizer at the rate shown in the soil test reports and in compliance, or testing. 570-50.5 Basis of Payment. Price and payment will be full compensation for all work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/maintenance/finalized/ssm5705000-122.pdf?sfvrsn=99b9b1b0_2SSM5705000-722-i17988
based on soil test reports. Soil testing shall be performed by the ___________________________________. Apply fertilizer at the rate shown in the soil test reports and in compliance, or testing. 570-50.5 Basis of Payment. Price and payment will be full compensation for all work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/maintenance/finalized/ssm5705000-722-i17988.pdf?sfvrsn=ca91d497_2SSM5705000-721
on soil test reports. Soil testing shall be performed by the ___________________________________. Apply fertilizer at the rate shown in the soil test reports and in compliance, or testing. 570-50.5 Basis of Payment. Price and payment will be full compensation for all work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/maintenance/finalized/ssm5705000-721.pdf?sfvrsn=23c4e35d_4SSM5705000impl
on soil test reports. Soil testing shall be performed by the ___________________________________. Apply fertilizer at the rate shown in the soil test reports and in compliance, or testing. 570-50.5 Basis of Payment. Price and payment will be full compensation for all work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/july-2021/maintenance/implemented/ssm5705000impl.pdf?sfvrsn=49f61165_26200401.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_15600000FHWA
. 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_23340302.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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/3340302.comm.pdf?sfvrsn=1dfbe4fa_04550510DB.comm
, 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_14620000-723FHWA
on the project. 5.Provide a mockup test in accordance with this Section. PT system acceptance testing may, operations until grout test results are available and approved by the Engineer. Mock-up testing per section, 10% of test device volume for the 0.5 gallon test device. When testing the 6.5 gallon device, ensure an accuracy of 3% (test device volume) and 6% (grout volume). 3. Do not use grout that tests, 4620000D01 All Jobs POST-TENSIONING (REV 97-2011-22) 462-1 Description. 1.Furnish, test, transport
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/4620000-723fhwa.pdf?sfvrsn=f57ce7dc_1SP3300802-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-i17890
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/2022/july-2022/workbook/sp3300802-i17890.pdf?sfvrsn=9c06d4eb_2