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1600403.comm
1600403 STABILIZING – DEPARTMENT VERIFICATION TESTING COMMENTS FROM INTERNAL/INDUSTRY REVIEW, and test the initial LOT for one soaked and one unsoaked LBR if consideration of the Unsoaked LBR, at a location other than the location where the sample was collected in 160-4.3.1.3, and test, as follows: If the Resolution Testing results meet the requirements of 160-4.2.1 and embankment, Verification test meets the requirements of 160-4.2.1 and embankment utilization requirements
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1600403 STABILIZING – DEPARTMENT VERIFICATION TESTING RESPONSE TO COMMENTS FROM INTERNAL, will sample and test the initial LOT for one soaked and one unsoaked LBR if consideration, , and test the Stabilized Subgrade for determination of the LBR in accordance with FM 5-515.” 2, : If the Resolution Testing results meet the requirements of 160-4.2.1 and embankment utilization requirements, - 4.3.1.1 160-4.4.1 Bearing Value & Soil Classification: If the Department’s Verification test meets
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will be improved by eliminating redundant testing between Quality Assurance and Verification tests. How does, by the concrete producer for each mix design to be tested. Record and certify test results for correction, discharge of all trucks if the QC acceptance truck has failing test. Perform plastic properties tests, for verification (VT) testing. When the Engineer’s VT test results do not compare with the QC plastic properties, ) testing. When the Engineer’s VT test results do not compare with the QC plastic properties test
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test results to the Engineer for qualification and use on Department projects. Testing, been tested and accepted at the source of supply, or may require the testing of materials, in such references. 6-3.2 Test Methods: Methods of sampling and testing materials are in accordance, the testing in accordance with the method specified in the Specification. When test methods or other, as defined in such references. 6-3.2 Test Methods: Methods of sampling and testing materials
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test results to the Engineer for qualification and use on Department projects. Testing, been tested and accepted at the source of supply, or may require the testing of materials, in such references. 6-3.2 Test Methods: Methods of sampling and testing materials are in accordance, the testing in accordance with the method specified in the Specification. When test methods or other, as defined in such references. 6-3.2 Test Methods: Methods of sampling and testing materials
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inch. 5. REPORT 5.1 Test date 5.2 Tester/Technician Identification Number (TIN) 5.3 Location of test (LOT Number, Station Range, Test Station, Offset) 5.4 Measured depth, in inches 5.5 Disposition, FLORIDA DEPARTMENT OF TRANSPORTATION State Materials Office 5007 NE 39 th Avenue Gainesville, Florida 32609 July 22, 2025 FM 5-534 1 Florida Method of Test for Thickness Determination in Soil-Aggregate Bases Designation: FM 5-534 1. SCOPE This method presents a procedure
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for Construction American Society for Testing and Materials (ASTM) Standard Test Methods, Testing Technician – Grade I, will cast three – 4 by 8 in. cylinders to be tested by the Plant’s, totaling 30 or more tests. The strength test data from the trial batch is required to meet an over design, changes, provide uniformity test data, based on ASTM C94 testing. The metal rating plates must, . TABLE 1 – Concrete Material Components Sampling and Testing Material and Required Tests Minimum
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for NTPEP testing and clarify the table for submittal requirements in the Standard Specification, : The yellowness index shall not exceed 12, tested in accordance with ASTM E313. The daytime 45 degrees, 0 degrees luminance factor, Cap Y, shall be a minimum of 70, tested in accordance with ASTM E1347, be a minimum of 60, tested in accordance with ASTM E1347 or ASTM E1164. 991-1.4 Retroreflective, be 1-1/2 inches plus or minus 1/2 inch below the top of post. 991-1.5 Product Testing: Manufacturers
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(of the Supplemental Specifications) is expanded by the following: 330-13.6 Acceptance Testing for Pavement Smoothness by Laser Profiler: 330-13.6.1 General: The Department will test the pavement smoothness, is equal to or greater than 55 miles per hour). Testing will be performed on mainline traffic lanes only, to the existing pavements and other areas not suitable for testing with the Laser Profiler shall be tested for acceptance with the 15 foot rolling straightedge in accordance with 330-13.3
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the thermal and elastic expansion ranges of the substrate without cracking. 971-22.2 Material Tests and Certification: Meet the requirements of the tests listed below: (a)Freeze-ThawTests, to a 5,000-hour exposure test in Twin-Carbon-Arc-Weather-ometer, ASTM G 23, Type D, at an operating temperature of 145ºF [63ºC]. Perform this test at 20-minute cycles consisting of 17 minutes of light and three minutes of water spray plus light. At the end of the exposure test, verify that the exposed samples
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the thermal and elastic expansion ranges of the substrate without cracking. 971-22.2 Material Tests and Certification: Meet the requirements of the tests listed below: (a)Freeze-ThawTests, to a 5,000-hour exposure test in Twin-Carbon-Arc-Weather-ometer, ASTM G 23, Type D, at an operating temperature of 145ºF [63ºC]. Perform this test at 20-minute cycles consisting of 17 minutes of light and three minutes of water spray plus light. At the end of the exposure test, verify that the exposed samples
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932-1.4 Second paragraph: Change "his quality control test" to "quality control tests" to "his/her quality control test". RESPONSE: I agree with removal of the word “his”. 2. Subarticle 932-1.6, , accelerated testing was shown to be indicative of actual field performance. Therefore, the testing, ASTM Test Methods). The maximum temperature limit listed in Table 932-1.3.2 Physical Requirements, Structures 1. There was a requirement for the silicons to meet specific test methods, but it did
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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 Quality Control Verification Standard, Materials Office will perform Resolution testing. The material will be sampled and tested in accordance with AASHTO T 99, Method C. TheEngineer will compare the Resolution test result with the Quality, the Quality Control results if the results compare within 4.5 PCF [72 kg/m 3 ] of the Verification test
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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 Quality Control Verification Standard, Materials Office will perform Resolution testing. The material will be sampled and tested in accordance with AASHTO T 99, Method C. TheEngineer will compare the Resolution test result with the Quality, the Quality Control results if the results compare within 4.5 PCF [72 kg/m 3 ] of the Verification test
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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 Quality Control Verification Standard, Materials Office will perform Resolution testing. The material will be sampled and tested in accordance with AASHTO T 99, Method C. TheEngineer will compare the Resolution test result with the Quality, the Quality Control results if the results compare within 4.5 PCF [72 kg/m 3 ] of the Verification test
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wall volume. The test method of FM 1-T 267 only requires one sample to be tested and LIMS only, : The only problem I have is the proposed frequency of gradation test...one per eight consecutive Lots, practical problems. These test results will not be issued for at east a day if not more...etc. Suggestion: Make Gradation testing frequency one per Maximum Density for QC and Verification. 548-7.5 Frequency: Conduct sampling and testing at a minimum frequency listed in the table below
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) to perform the dynamic load testing of instrumented piles and test piles in the field. The DTO must have, Foundations: 105-8.13.1 General: Provide qualified and trained personnel to perform foundation testing, for the dynamic testing, load testing and non-destructive testing personnel to be used on the project, Testing Engineer (DTE): Provide a Dynamic Testing Engineer in responsible charge of the performance of the dynamic load testing of driven piles, evaluation, signal matching and analysis
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of the Laser Profiler testing, the Laser Profiler test t eam will furnish a copy of the Laser Profiler Test, not suitable for laser profiler testing are tested with the straightedge for acceptance. 11.5.6 Resolution, , 2002 Revised: April 4, 2025 Testing and Correcting Asphalt Pavement Surface Deficiencies 11-5-1 Section 11.5 TESTING AND CORRECTING ASPHALT PAVEMENT SURFACE DEFICIENCIES 11.5.1 Purpose, is the Contractor's responsibility to perform the straightedge testing and take any action required
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compliance testing results shall be reported for the tests in the table below, unless noted otherwise. Quality control (QC) testing results shall be reported for original binder DSR (G/sin δ and phase angle, as applicable). SUPERPAVE PG ASPHALT BINDER Test and Method Conditions Specification Minimum, 76-22 (PMA) and PG 76-22 (ARB) (d) Maximum 75 degrees Separation Test, ASTM D7173-14, Thin Film Oven Test Residue (AASHTO T240-13 (2017)) Rolling Thin Film Oven, AASHTO T240-13 (2017
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in Table 975-1. 975-2.2.1 Random Laboratory Verification Testing: Prepare and coat 12twelve flat test, System Performance Requirements Laboratory Testing Property Test Method RequirementAcceptance, , ASTM D522, 1 inch cylindrical mandrel No cracking Outdoor Testing Property Test Method, Testing Property Test Method RequirementAcceptance Criteria Blistering ASTM D714 Blister Value = 10, to perform the laboratory tests. Apply the finish coating to each test panel at a rate of 50 square
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