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7000800.D01.fhwa
strength from tests on a minimum of two test cylinders sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying test results have been provided to the Engineer. Erectthesigns, 2,500 psi. Determine concrete strength from tests on a minimum of two test cylinders, sampled and tested in accordance with ASTM C 31 and ASTM C 39 and verifying test results have been provided, Construction Engineer, to require foundations to be tested for concrete strength prior to loading
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and the following substituted: 923-3 Chemical Requirements. 923-3.1 Testing: All chemical analysis shall be performed in accordance with the test methods listed in Tables 923-1 and 923-2 or equivalent, as an alternative method for sulfates. The test method used shall be included in the concrete producer report. 923-3.2 Recycled and Reclaimed Water : Recycled and reclaimed water shall be tested before use and shall not exceed the limits in Table 923-1: Table 923-1 Chemical Test Test Method Maximum
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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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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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not suitable for testing with the Laser Profiler will be tested and accepted with the straightedge, : Addressissues related to RAP testing, warm mix asphalt and straightedge exceptions. Proposed solution: Added wording to include maximum specific gravity (Gmm) testing for RAP materials to provide better characterization of RAP besides just testing for asphalt content and gradation. Gmm testing, specific gravity testing for RAP materials, to add wording related to temperature requirements for warm
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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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testing. Laboratory test results are presented in the Appendix. Tests were performed in general accordance with the test methods noted Table 5.1 below. Table 5.1 – Soil Sample Testing Methods Test, Summary of Exfiltration Test Results USGS Topographic Map Summary of Laboratory Tests Soil Map, be expected among the borings. 4.3 Borehole Permeability (BHP) Test Results Five (5) BHP tests were, 4.3 Borehole Permeability (BHP) Test Results
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)(a), and 334.048 Florida Statutes American Society for Testing and Materials (ASTM) Standard Test Methods, totaling 30 or more tests. The strength test data from the trial batch is required to meet an over, hours before performing such tests. Perform slump loss testing of the drilled shaft mix using, Facilities Guide 9-2-14 design changes, provide uniformity test data, based on ASTM C94 testing. The metal, QC tests and statistical evaluation of QC test results. 9.2.13.4 Concrete Mix Designer Personnel
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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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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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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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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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is deemed to have low strength, obtain and test the cores and report the data to the Engineer within 14 days of the 28 day compressive strength tests. Core strength test results obtained from, )isdeletedandthefollowingsubstituted: 346-10.1General:When a concrete acceptance strength test result falls, represented by that acceptance strength test result at no additional expense to the Department. The Engineer may also require the Contractor to perform additional strength testing as necessary
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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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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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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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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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