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SS3460000
cylindrical test specimens to the Engineer for resistivity testing before mix design approval. Take, resistivity tests on the core samples or test cylinders at 28 days. Submit the results of the laboratory trial batch tests and field demonstration of verified test data and inspection reports, Department acceptance tests, which met all plastic and hardened concrete test requirements. (2, the same type of meter for QC tests as the Department uses for Verification testing. When using
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the time to review this document. All but 2 of the lab tests are standard to the AASHTO R-31 test regimen. Mfgr’s already have coating systems tested to this standard. The 2 additional tests that are required are industry standard tests and can be completed (from spraying panels to test results, Powell Comment: 975-1.3. Should lab test results, test panels for outdoor testing, and wet samples, weathering resistance testing. Per NTPEP testing, current testing by the coating suppliers for bridge
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and shoulder pavement at the crosswalk location. The test installation shall be tested by the manufacturer, above. 4. For products proposed for use in vehicular traffic areas, independent test data verifying, , installed in accordance with the manufacturer’s specifications and procedures, has been tested, , Measuring Paved Surface Frictional Properties Using the Dynamic Friction Tester (DFT), at a speed, -vehicular traffic areas, independent test data verifying the material meets the requirements
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tests from full size production samples. 23. All flexural testing must be conducted in accordance, deflection (wherever maximum deflection occurs) for the vertical sidewall load test. When testing pull, protection test, coefficient of friction test, and all environmental tests, can be completed using, for environmental testing be obtained from full-size production samples. The industry standard governing testing, : The changes remove a requirement that material coupons for environmental tests be obtained from full
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as a BMP, it can then be tested as a system to do the job for which it is designed. It should be tested under full scale testing procedures as listed by NTPEP as TM 11340 (Test method, Testing Final Report. The test results found here reflect the soil loss of eleven different silt, . The current values are much higher than most typical TRMS have tested in large scale channel testing, to test methods and requirements for erosion control materials. With the exception of E-1 and E-2
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testing. If the Resolution test results satisfy the required criteria, material from that source, in 914-2.2 “Local Material.” used as stabilizer must meet the requirement of Section 914. Submit test, or windrowed without blending or contaminating with any other material. No source testing is required, . 160-2.1.2.21 Other Local Stabilizing Materials: Sample and test material from each source and meet the requirements of Section 914. The Engineer will verify the Quality Control (QC) test results
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accredited laboratory designated by the SMO will perform Resolution testing. If the Resolution test, Soil Classification and Organic Content Testing: Perform soil classification tests on the sample, and tests at a minimum frequency listed in the table below. Table 160-4 Test Name Quality Control, . The material will be sampled and tested in accordance with FM 5-515. If the resolution testing results meet, in 914-2.2 “Local Material.” used as stabilizer must meet the requirement of Section 914. Submit test
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for testing. Provide test results to the SMO. 4. Use the newly blended binder only after approval from, : Specification compliance testing results shall be reported for the tests in Table 916-1 below, unless noted, emulsions, the cement mixing test will be waived. For tack products, the minimum testing, a sample of the blended binder to a SMO approved laboratory for testing. Provide test results, , the cement mixing test will be waived. For tack products, the minimum testing requirements shall
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plastic properties tests as soon as the test results are known. Perform slump tests on all trucks, tests on subsequent trucks or at least the failing test in addition to the slump. If the air, quality control sampling and testing or performing the verification tests. The Materials Manual does, and verification “hold” cylinders are tested within seven days of the acceptance strength tests, temperature of the slump loss test. This could dictate several slump loss tests to complete a single
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of gradation analysis) in lieuplace of FM 1-T 267 after mixing. The maximum allowable test result, to reference Florida Sampling and Test Method FM1-T267 which requires three separate containers of material for organic content testing from the roadway. Change made to 160-3.2.1. (see below) 160-3.2.1Samplingand Testing of Local Material: Randomly select locations for sampling using a random number generator approved by the Engineer in accordance with FM 1-T 267 and test at the minimum frequency
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-in-place foundation is at least 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, is at least 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, Construction Engineer, to require foundations to be tested for concrete strength prior to loading
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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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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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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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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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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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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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)(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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