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1600200FHWA
Resolution testing. If the Resolution test results satisfy the required criteria, material from, in 160-4.74.1. Discontinue unsoaked LBR testing if any unsatisfactory QC LBR test result is obtained, Soil Classification and Organic Content Testing: Perform soil classification tests on the sample, (excluding gradation analysis). The following testing requirements must be met. Table 160-3 Test, by SMO will perform Resolution testing on the additional sample. The material will be sampled and tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/fhwa/1600200fhwa.pdf?sfvrsn=335202a2_1BestMaintPracticesSWRunoff
ConductingaSamplingCampaign Becauseoftheintermittentnatureofstormwaterandurbanrunoff,testingofcharacteristicsis
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, vibration, and shock testings described in National Electrical Manufacturers Association (NEMA) TS2, the construction progress allows or as designated in the Contract Documents. The Department will test, all required functions during and after being subjected to the environmental testing described, Documents. The Department will test and certify the equipment to be in proper condition and ready to use
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/6030000.fhwa.pdf?sfvrsn=7049203b_09740100-724origind
(EPA) Testing Methods 3052, 6010B, and 6010C. Independent Laboratory Test Report Report color, Test Method and Value Initial Friction Resistance Department Testing Reports Dynamic Friction, Testing Report Dynamic Friction Test (DFT40) value of 40 or greater in accordance with [FM 5-622, of Table 974-6 and Table 974-7 this Section. 974-4.2.1 Department Testing: Submit product samples, with this Specification. Products are subject to verification testing in accordance with this Section
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requires testing by FM 1-T 283 and the test results indicate it is not required, or the mixture, in the AMRL proficiency Sample Testing Program shall be a minimum of 3 for each test. A rating of less, ). 916-1.3.3 Sampling and Testing: Specification Compliance test results shall be provided to the State, projects, samples shall be obtained by the supplier and tested for Quality Control testing, minimum 97.5% Asphalt Emulsion Grade AE-90 Test Conditions Minimum/Maximum Tests on Emulsion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/9160000ss.pdf?sfvrsn=148560f_09160000SS
requires testing by FM 1-T 283 and the test results indicate it is not required, or the mixture, in the AMRL proficiency Sample Testing Program shall be a minimum of 3 for each test. A rating of less, ). 916-1.3.3 Sampling and Testing: Specification Compliance test results shall be provided to the State, projects, samples shall be obtained by the supplier and tested for Quality Control testing, minimum 97.5% Asphalt Emulsion Grade AE-90 Test Conditions Minimum/Maximum Tests on Emulsion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/9160000ss.pdf?sfvrsn=65dfe4b3_09160000SS
requires testing by FM 1-T 283 and the test results indicate it is not required, or the mixture, in the AMRL proficiency Sample Testing Program shall be a minimum of 3 for each test. A rating of less, ). 916-1.3.3 Sampling and Testing: Specification Compliance test results shall be provided to the State, projects, samples shall be obtained by the supplier and tested for Quality Control testing, minimum 97.5% Asphalt Emulsion Grade AE-90 Test Conditions Minimum/Maximum Tests on Emulsion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/9160000ssef553003a5284f13a3a048dee9bdeb72.pdf?sfvrsn=458d17c1_09160000SS
requires testing by FM 1-T 283 and the test results indicate it is not required, or the mixture, in the AMRL proficiency Sample Testing Program shall be a minimum of 3 for each test. A rating of less, ). 916-1.3.3 Sampling and Testing: Specification Compliance test results shall be provided to the State, projects, samples shall be obtained by the supplier and tested for Quality Control testing, minimum 97.5% Asphalt Emulsion Grade AE-90 Test Conditions Minimum/Maximum Tests on Emulsion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/9160000ss.pdf?sfvrsn=9e185157_09160000SS
requires testing by FM 1-T 283 and the test results indicate it is not required, or the mixture, in the AMRL proficiency Sample Testing Program shall be a minimum of 3 for each test. A rating of less, ). 916-1.3.3 Sampling and Testing: Specification Compliance test results shall be provided to the State, projects, samples shall be obtained by the supplier and tested for Quality Control testing, minimum 97.5% Asphalt Emulsion Grade AE-90 Test Conditions Minimum/Maximum Tests on Emulsion
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/9160000ss.pdf?sfvrsn=d70e347c_01250009SS
Density Testing: When a Verification or Independent Verification density test fails the Acceptance, : 125-9.3.1 Frequency: Conduct QC Standard Proctor maximum density sampling and testing at a minimum frequency of one test per soil type. The Verification test will be at a minimum of one test per soil type: Test Name QualityControl Verification Standard Proctor Maximum Density One per soil type, /m 3 ] of the Verification test result. Otherwise, the Engineer will take one additional sample
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Density Testing: When a Verification or Independent Verification density test fails the Acceptance, : 125-9.3.1 Frequency: Conduct QC Standard Proctor maximum density sampling and testing at a minimum frequency of one test per soil type. The Verification test will be at a minimum of one test per soil type: Test Name QualityControl Verification Standard Proctor Maximum Density One per soil type, /m 3 ] of the Verification test result. Otherwise, the Engineer will take one additional sample
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Comment: Suggest you change the title of 120-10.1.7 from 'Deduction for Resolution Tests' to 'Resolution Tests'. It covers the handling or payment for favorable and unfavorable results, Chris.Papastratis@dot.state.fl.us Comment: Text: 120-10.1.7 Deduction for Resolution Tests: When FDOT pays for Resolutions Tests, how do we pay for them? When Contractor pays for Resolution Tests, a contigency pay item for Resolution Testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/1200800.comm.pdf?sfvrsn=e67dc243_06350202.FHWA
) for the vertical sidewall load test. When testing pull and splice boxes of various sizes (width x, test, and all environmental tests, can be completed using a single representative box/cover, ) for the vertical sidewall load test. When testing pull and splice boxes of various sizes (width x, test, and all environmental tests, can be completed using a single representative box/cover (instead, for environmental testing be obtained from full- size production samples. The industry standard governing
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a professional testing laboratory, or Specialty Engineer with prior load test experience on at least, testing delays. Load test piles/shafts in the order directed by the Engineer. Unless shown, test equipment supplied by the Department within 30 days after completing the load tests, conference, or no later than 30 days before beginning test pile installation, of the proposed testing, Engineer will provide the dynamic load test equipment and personnel for the Pile Verification Testing
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tested in accordance with ASTM E-303 using the British Pendulum Tester and has a British Pendulum, location. The test installation shall be tested by the manufacturer in accordance with FM 5-592. 523-3, . For products proposed for use in vehicular traffic areas, test data verifying the material meets, with the manufacturer’s specifications and procedures, has been tested in accordance with either, Frictional Properties Using the Dynamic Friction Tester (DFT), at a speed of 40 mph (DFT40), and has
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss5230000.pdf?sfvrsn=edcc73ab_0SS5230000
tested in accordance with ASTM E-303 using the British Pendulum Tester and has a British Pendulum, location. The test installation shall be tested by the manufacturer in accordance with FM 5-592. 523-3, . For products proposed for use in vehicular traffic areas, test data verifying the material meets, with the manufacturer’s specifications and procedures, has been tested in accordance with either, Frictional Properties Using the Dynamic Friction Tester (DFT), at a speed of 40 mph (DFT40), and has
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss5230000.pdf?sfvrsn=3619a857_05230202.FHWA
lanes and shoulder pavement at the crosswalk location. The test installation will be tested for skid, and shoulder pavement at the crosswalk location. The test installation will be tested for skid, was proposed by Jim Mills of the Roadway Design Office to delete the BPN test requirement. Please, Requirements: QPL approval will be contingent on a field service test demonstrating that the imprinted, properties using the British Pendulum Tester, oran FN40R value of 35 in accordance with ASTM E-274
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/5230202.fhwa.pdf?sfvrsn=f1f6a235_03340302-724FHWA
to allow the use of a passing Asphalt Pavement Analyzer (APA) rutting test in lieu of a failing Fine Aggregate Angularity (FAA) test. This will be the contractor's option, not a mandate. Please review, is deleted and the following substituted: 334-3.2.3.2 Fine Aggregate Angularity: When tested, angularity value less than 45.0 and greater than or equal to 42.0 is allowable provided testing parameters of AASHTO T 340-10 (2019) meet the following requirements: 1. Rutting tests are performed
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product requires testing by FM 1-T 283 and the test results indicate it is not required, that testing equipment goes out of service, the supplier may elect to test at a qualified lab, and tested for QC testing in accordance with 916-1.3.2. A single, 1-quart representative sample of each PG, testing of the following as applicable by these specifications. SUPERPAVE PG ASPHALT BINDER Test, for three months from the date of issue. The Department may sample and test pre-tested cut-back
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the backfill material tested for every soil type for pH by a Department approved independent testing, testing in accordance with FM 1-T238. Determine the in-place moisture content for each density test, will perform resolution testing. The material will be sampled and tested in accordance with AASHTO T27, designated by the SMO will perform resolution testing. The material will be sampled and tested, will perform resolution testing. If the resolution test result satisfies the required criteria
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