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5480500.impl
at a minimum frequency of one set of tests per LOT. Determine test locations including stations and offsets, resolution testing. The material will be sampled and tested in accordance with AASHTO T27 and FM 1-T, will perform resolution testing. The material will be sampled and tested in accordance with FM 5-550, will perform resolution testing. If the resolution test result satisfies the required criteria, testing and inspections required by Sections 346 and 400 for the precast component construction. Perform
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Jobs test results certified by a testing laboratory approved by the Department as a basis for form, . Whenusingthepercentofrequiredstrength,cast test cylinders from representative concrete for compressive strength, in lieu of multiple test cylinders to determine when percent of required strength has been met, three different elapsed times that begin once test cylinders are cast; however, one of the elapsed, test cylinders. Provide t h e E n g i n e e r w i t h a minimum of three cylinder breaks, established
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to mix, circulate, desand, test methods, and proposed testing laboratory to document test results, . 16.Proposedschedulefor test shaft installation, load tests and production shaft installation, and the following substituted: 455-17.6.1 Cross-Hole Sonic Logging (CSL) Tests: Perform all CSL testing, ,testeverypossibletubecombination. Forshaftswithfiveormore tubes, test all pairs of adjacent tubes, to perform, log, analyze, and report the test results
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Testing Surface. Testthesurfaceinaccordancewiththerequirements of 200-6.4. 283-6 Priming, will provide the density requirements specified herein. 283-4.4 Density Tests: Meet the requirements
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the density requirements specified herein. 283-4.4 Density Tests: Meet the requirements of 200-7, a minimum density in any lot of 95% of the maximum density as determined by FM 1-T 180. 283-5 Testing Surface. Testthesurfaceinaccordancewiththerequirements of 200-6.4. 283-6 Priming and Maintaining
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,drymortarmaterialwithmixingliquid.Prepare and test three test specimens for each age of all of the hardened tests and each level, age of test, including tests of freshly mixed concrete, before or during the test, or both, testing. Visually examine all specimens representing a given test at a given age after testing, either before or after testing, the entire test shall be disregarded and repeated. The test result reported shall be the average of the individual test results of the specimens tested
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a test plan for field acceptance tests (FATs) to the Engineer for review and approval. [Spec, -of-Potential method. The Fall-of-Potential test method and testing procedures are commonly described, cable lengths marked in feet. [Spec. 633-2.1.1.8] 14. Present the results of the OTDR testing (i.e., traces for each fiber) and a loss table showing details for each splice or termination tested, 22. Verify DMS and HAR are listed on the APL. [Spec. 781-1] 23. Pre-Installation Field Testing
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(NTPEP) Test Report Testing must be conducted using the project Work Plan for NTPEP Laboratory Testing of Detectable Warning Systems, using the cold exposure category. Independent Laboratory Test, or partial domes. Domes and Spacing Dimensional Testing 1 Provide NTPEP Test Report Meets, system. Independent Laboratory Test Report Skid Test and Integral Color testing as identified, as measured within the traveled way for 3 years. Friction Independent Testing Facility FM 5-592, Test
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liquid. Prepare and test three test specimens for each age of all of the hardened tests and each, examine each group of specimens representing a given test or a given age of test, including tests, specimens representing a given test at a given age after testing, and should any specimen be found, testing, the entire test shall be disregarded and repeated. The test result reported shall be the average of the individual test results of the specimens tested or, in the event that one specimen or one
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will perform Resolution testing. The material will be sampled and tested in accordance with FM 1- T180. The Engineer will compare the Resolution Test (RT) results with the QC test results, the Verification test results to the corresponding Quality Control (QC) test results. If the test result is within 4.5 lb/ft 3 of the QC test result, the LOTs will be verified. Otherwise, the Engineer will collect the Resolution split sample corresponding to the Verification sample tested
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performance including materials, systems and test equipment and developed ASTM’s which provides a level, for consistency in the testing and acceptance of materials. Please consider keeping section 971-9, - section.TheEngineerwilltaketherandomsamplesofthematerialsinaccordancewith theDepartment’sSampling,TestingandReportingGuideSchedule, inches [50 mm] from any longitudinal joints. TheEngineer will conduct field tests in accordance with Florida Test Method FM 5-541. Thickness: Apply traffic stripes such that, after application
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performance including materials, systems and test equipment and developed ASTM’s which provides, adopted for consistency in the testing and acceptance of materials. Please consider keeping section, - section.TheEngineerwilltaketherandomsamplesofthematerialsinaccordancewith theDepartment’sSampling,TestingandReportingGuideSchedule, a minimum of 2 inches [50 mm] from any longitudinal joints. TheEngineer will conduct field tests in accordance with Florida Test Method FM 5-541. Thickness: Apply traffic stripes such that, after
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, and at his discretion, may increase or decrease the number of tests. . Perform creep testing, test on forms approved by the Engineer, such as the testing forms provided in the appendix, the test results to the Engineer on a weekly basis within one week of testing. Do not apply a load, (0.80 DL), suspend the test, unload the anchor being tested, recalibrate the load cell, jack, or pressure gauge, or reference gauge) prior to resuming testing. Perform additional performance tests
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piling. Except for test piles which are to be statically or Statnamically load tested, drive test, by the Engineer . Install instruments prior to driving. All test piles will have dynamic load tests, on test piles. Payment for attaching equipment to each production pile for dynamic load testing prior, to assist the engineer in performing this work. All test piles will require dynamic load tests, and include all costs associated with dynamic load tests in the pay items for test piles. 455-12.5.2
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lime and liquid anti-strip in the mix design, clarify the language relating to density testing in intersections, exclude bicycle/shared use paths from density testing, and to require the Contractor, approval of the Engineer. 2.ForTrafficLevelCthroughEmixtures, test 4 inch specimens in accordance, Specifications) is deleted and the following substituted: 334-5.1.2 Acceptance Testing Exceptions: When, of visual inspection. The Engineer may require the Contractor to run process control tests
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, independent test data verifying the material meets the requirements of this Section including, and procedures, has been tested in accordance with either: a. ASTM E-274, Skid Resistance of Paved Surfaces, Friction Tester (DFT), at a speed of 40 mph (DFT40), and has a minimum DFT40 value of 40. 5. For products proposed for use in non-vehicular traffic areas, independent test data verifying the material, in accordance with the manufacturer’s specifications and SS5230100 All Jobs procedures, has been tested
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testing is not ed t a rate T 16-6.2 Removal & Replacement of Failed Test Specimens: Remove all, LOT for testing, except if there are three or less in the LOT, in which case, test all anchors, LOT. For every failed field test, perform two additional field tests on adjacent untested anchors or dowels within the LOT. Continue additional field tests until no more test failures occur, or all, and the following is substituted. 416-6 Testing of Anchors or Dowels. Fieldtestinstalled anchors and dowels
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of the accelerating admixture. 3530000 All Jobs 353-5 Test Requirements. Perform concrete sampling and testing, ; perform the plastic property tests prior to the addition of the accelerator. The Unit Weight Test, by the Engineer. TheEngineermay require compressive strength testing as outlined in 353-5. Fabricate six test, tests in accordance with Section 346,; except when the mix design contains an accelerator;, perform the plastic property tests prior to the addition of the accelerator.Ensure the 24-hour
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in accordance with the specified test method listed in 120-10.2. 120-10.1.43.2 Density Testing, additional Independent Verification (IV) testing. The Engineer will evaluate and act upon the IV test, , the Verification Test result will be used for material acceptance purposes. 120-10.4.2 Density Testing: Density, and testing the material in accordance with the specified test method listed in 120-10.2. 120-10.1.3.2, testing in accordance with FM 1-T 238. Determine the in-place moisture content for each density test
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for resistivity testing before test specimens from the concrete of the laboratory trial batch, /embedment installation. 346-3.2.1 Slump Loss Test Requirements: Provide slump loss tests before, hours before performing such tests. Perform slump loss testing of the drilled shaft mix using personnel, tests. Record the ambient air temperature during the test. Ensure that the concrete properties, tests and field demonstration of verified test data and inspection reports to the re of the spe
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