8976 search results for test
1600000.comm
the status based on the test data? Response: 2. 160-2.2.2 – Is testing required if material is coming, ) 160-4.1.4.4: In the table, I suggest completing the criteria for test AASHTO M145 as follows: Symbol, for the test methods listed in 914. Are we going to establish comparison criteria? If so, shouldn't it, paragraph in this section - Based on this language we now have an IV level of sampling and testing, not meet the requirements of 160-3.2."? Response: 6. 160-3.4.1- Is the intent of this testing
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a Dynamic Testing Operator (DTO) to perform the dynamic load testing of instrumented piles and test, personnel to perform foundation testing, inspection of the construction activities and oversight, . Submit qualification statements for the dynamic testing, load testing and non-destructive testing, in the completed work. 105-8.13.2 Dynamic Testing Engineer (DTE): Provide a Dynamic Testing Engineer in responsible charge of the performance of the dynamic load testing of driven piles, evaluation, signal
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test method at least weekly. Verify that the moisture testing scale has been calibrated annually, for approval. The strength test data shall represent either a group of at least 30 consecutive tests or a statistical average for two groups totaling 30 or more tests. The strength test data from, Material Components Sampling and Testing Material and Required Tests Minimum Sampling Frequency, B – Quality Assurance Procedures for Construction American Society for Testing and Materials (ASTM
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for approval. The strength test data shall represent either a group of at least 30 consecutive tests or a statistical average for two groups totaling 30 or more tests. The strength test data from the trial, Components Sampling and Testing Material and Required Tests Minimum Sampling Frequency for Each, – Quality Assurance Procedures for Construction American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania. American Association of State
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is deleted and the following substituted: 334-5.1.2 Acceptance Testing Exceptions: When the total, on the basis of visual inspection. The Engineer may require the Contractor to run process control tests for informational purposes, as defined in 334-4, or may run independent verification tests to determine the acceptability of the material. Density testing for acceptance will not be performed on widening, as described in 334-1.4. Density testing for acceptance will not be performed on asphalt courses placed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/3340302.impl.pdf?sfvrsn=2521ea37_0section61-6112
shall include the quality control test methods, inspections, and minimum frequency of tests, history of the manufacturer. Index tests derived from existing test methods may be developed, ) FloridaDepartmentofTransportationStandardSpecifications for Road and Bridge Construction C) AmericanSocietyfor Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania D) American A s s o c i a t i o n o f S t, Specifications, and Part II Tests, Washington, D.C. E) QualifiedProductsList
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: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, this strength at an earlier time to prevent testing delays. Load test piles/shafts in the order, for static load tests, the Engineer will consider all required static load testing Unforeseeable, 100% dynamic testing or test piles, the Engineer DTE will dynamically test the first pile(s) in each, gained from the driving of test piles, dynamic load testing, static load testing, supplemental
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/4550201-724originde8a68c24-55aa-4713-900d-c3e18e2be83f.pdf?sfvrsn=20943735_14550201-724origind
: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, this strength at an earlier time to prevent testing delays. Load test piles/shafts in the order, for static load tests, the Engineer will consider all required static load testing Unforeseeable, 100% dynamic testing or test piles, the Engineer DTE will dynamically test the first pile(s) in each, gained from the driving of test piles, dynamic load testing, static load testing, supplemental
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/internal/4550201-724origind.pdf?sfvrsn=1a1a73cf_1SS9380000
by the Post-Tensioning Institute. Report the percent bleed for the grout tested. Test grout, of materials or material sources requires new testing and certification of the conformance, certified test reports from an which uirements specified herein. A written certification from, eed the spec properties stated herein as determined dard and modified ASTM test me laborato F, shall b tested and certified by the supplier that the product meets the QC Control Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss9380000.pdf?sfvrsn=89be2f10_09320203.resp
need to go back to just having the bearing pad companies provide us certification of test lab results of the bearing pad test. The Department needs to show us that they have had a problem. To have bearing pads manufactured and delivered to the job site and then to have the Department runs tests, manufacturers coming into the market lets have them get approved first??? Response: Disagree. Testing, are not tested periodically, there is a much higher risk that these structurally critical elements
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. If the owner manufacturer does not require pressure testing, the Engineer may require at least one test, Comment: (7-8-14) Suggest the highlighted changes. 1. 556-4.3.1 Testing Requirements Methods: Ensure all casing, pipes, and joints meet the Department’s pressure requirements. Testing may consist of one of the following methods but must always meet or exceed Department testing requirements. (a) Follow the Product Manufacturer’s pressure testing recommendations. (b) Ensure that the product carrier
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surface resistivity tests on the core samples or test cylinders at 28 days. Comment: In 346-3.1 (d, as required by the Engineer for verification testing. When the Engineer’s verification test results do, : Change made. 346-9.2 Sampling Frequency for Quality Control Tests: As a minimum, sample and test, will pay for the resolution testing and the resolution investigation will determine the strength test, and strength at ages after 42 days based on test data developed by a Department approved testing
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Testing, then CSL testing will be required with no separate payment.” The sentence currently added to 455-23.10 does not capture this intent. “When CSL testing is requested by the Engineer, the quantity of CSL tests to be paid for will be the number of drilled shafts accepted based on CSL tests.” If this sentence is intended to address additional testing requested by the Engineer, it should, ; if the testing reveals no problem, the testing is paid as unforeseen work” Per the discussion, the CSL
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/comments-responses/4550503.comm.pdf?sfvrsn=91e7d35b_09600100-722impl
. 960-3.1.3 System Testing: In lieu of performing PT system tests witnessed by and/or performed, and witnessed by the Engineer. 960-3.2 Testing Requirements: 960-3.2.1 Component and System Tests, Assembly Pressure Test: In addition to the other testing specified in this Section, test all filler, for external PT systems. 960-3.2.3 External PT Systems Pressure Test: In addition to the other testing, to the other testing specified in this Section, test all sizes of internal PT systems with flexible filler
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/9600100-722impl.pdf?sfvrsn=4961e39f_29160300-723 FHWA
to a SMO approved laboratory for testing. Provide test results to the SMO. 4.Use the newly, emulsions, the cement mixing test will be waived. For tack products, the minimum testing requirements, . 3.Submit a sample of the blended binder to a SMO approved laboratory for testing. Provide test results, : Specification compliance testing results shall be reported for the tests in Table 916-1 below, unless noted, requirements: 1. The intermediate test temperature at 10 rad/sec. for the Dynamic Shear Rheometer
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: 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 E1349, of 60, tested in accordance with ASTM E1349. 991-1.4 Retroreflective Sheeting: The color, inch below the top of post. 991-1.5 Product Testing: Manufacturers seeking evaluation of Tubular Markers must include test reports from the National Transportation Product Evaluation Program
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: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, to conduct the load test in compliance with these Specifications, to record all data, and to furnish reports of the test results to the Engineer except when the Contract Documents show that the Department will supply a Geotechnical Engineer to provide these services. Perform the load test, General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience
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the load designated for QC testing is being tested. Revised concreting in cold weather to remove, testing before mix design approval. Take the resistivity test specimens from the concrete, the Engineer at least 48 hours before performing such tests. Perform slump loss testing, of other core samples. Perform surface resistivity tests on the core samples or test cylinders, factor determined by the concrete producer for each mix design to be tested. Record and certify test
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completion of tests and to delete “Gainesville” from throughout the Section, supplier shall submit the proposed quality control plan, certified test reports from an approved, and satisfactory verification of the test results, the plant will be placed on the Department’s list of active, control plan approval and to require cementitious material shipments to be individually tested, , inconsistent quality control data, or failure of quality control or verification test results. 929-1.2
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American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, . The strength test data represents either a group of at least 30 consecutive tests or a statistical, psi. The strength test data represents either a group of at least 30 consecutive tests, at least 48 hours before performing such tests. Perform slumpslump/slump flow loss testing of the drilled, changes, provide uniformity test data, based on ASTM C94 testing. The metal rating plates must
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