9191 search results for test
1250801.origind
above the soil envelope then the Contractor must demonstrate with a successful test section that density can be achieved. Notify the Engineer in writing prior to beginning construction of a test section. Construct a test section of the length of one LOT. Perform five quality control (QC) tests at random locations within the test section. All five tests must meet the density required by 125-9.2, , construct a new test section. When a QC test fails the requirements of 125-9.2 or when the QC tests
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3460902SL, Sampling Frequency for Quality Control Tests – Streamline Contracts Comments from, of that resolution? Without documentation which supports the idea of changing Verification testing, is the net result of decreasing the VT testing frequency on Quality? Wouldn’t it affect it negatively, are reducing the VT testing frequency for many aspects. We do a lot of these type projects in Lake City, mainly county roads. Why do we want to reduce the VT testing due to the size of the project. In some
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the Training Identification Numbers (TIN) for all technicians performing sampling, testing and inspection for both field and laboratory tests. Provide the names of the CTQP certifications held, testing. (please insert the following statement after h.) Should any qualified laboratory falsify, testing and any other Acceptance Program testing on the same contract. Name: Ken Zinck
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of two hours at -5 ± 3ºF in an environmentally controlled test chamber. Testing shall be performed, , the producer shall furnish to the State Materials Engineer a certified test report from an approved independent test laboratory that shows the material meets all specifications herein. In addition, a one year exposure test in Florida will be required. 972-2 Definitions. 972-2.1 Recycled Plastic, be opaque white. The yellowness index shall not exceed 12 when tested in accordance with ASTM D 1925
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) Percent passing No. 60 Sieve: 90 - 100 Percent passing No. 230 Sieve: 65 - 100 Provide certified test results for each batch of fiber material indicating compliance with the above tests. SUBARTICLE, with respect to gradation (P -3/8 , P -4 , and P - 8 ), and asphalt binder content (P b 2. Testing in accordance with AASHTO T 312-11 12 and FM 1-T 209 (and conditioning prior to testing, to surface tolerance in accordance with 334-5.8. No density testing will be required
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No Test Needed Reinforced Concrete Slightly Aggressive Environment 0.70 Moderately or Extremely, for every mix design if chloride test results exceed the limits of Table 346-5 until corrective, chloride test results to the previous passing test results. 346-3.4.3 Surface Resistivity Test: Ensure, : 346-9.2 Sampling Frequency: As a minimum, sample and test concrete of each mix design for water, Verification (IV) testing to verify compliance with specification requirements. All QC activities
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foundation construction. Traditional invasive testing methods, such as the standard penetration test (SPT), cone penetrometer test (CPT), and coring, only sample a small volume of material near, . To validate its effectiveness, the method was tested at three Florida sites featuring karst, with many of the field tests. vii EXECUTIVE SUMMARY Deep site characterization at high resolution, practices rely on standard penetration test (SPT) data, which investigate less than 0.1% of soil
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Specification. Page 12: 334-67.4 Process Control Testing by the Contractor and Acceptance Testing by the Engineer: On Asphalt Work Category 3, perform process control testing as described in 334- 6.3.1., to density. The Engineer will sample and test the material as described in 334-67.3.1. The Engineer, and density test results meet the criteria in Table 334-46. Material failing to meet these acceptance, at reduced pay, delineation testing to determine the limits of the questionable material, removal
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. Technicians who test concrete properties or perform Verification testing for the Department must possess, testing, and the recording/reporting of all test data. 105-8.7.4 Concrete Production Facility Manager, e r f o rmance of required QC tests and statistical evaluation of QC test results. 105-8.7.5, : Ensure the personnel performing plastic property tests have ACI Concrete Field Testing Technician, REQUIREMENTS ts: t entation and test results in the e Department, when requested, a minimum
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. Technicians who test concrete properties or perform Verification testing for the Department must possess, testing, and the recording/reporting of all test data. 105-8.7.4 Concrete Production Facility Manager, e r f o rmance of required QC tests and statistical evaluation of QC test results. 105-8.7.5, : Ensure the personnel performing plastic property tests have ACI Concrete Field Testing Technician, REQUIREMENTS ts: t entation and test results in the e Department, when requested, a minimum
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by laboratory tests. If the sand deposit consists of stratified layers of varying characteristics, : If needed, meet the requirements of Section 917. 332-2.4 Testing: The Engineer will sample all, . 332-3.2.2 Gradation: When tested before entering the asphalt plant in the combination to be used, to these requirements, include, in the mix design, test data showing that the material as produced, with the applicable provisions of 331-7. 332-4.3 Additional Tests: The Engineer will apply
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by laboratory tests. If the sand deposit consists of stratified layers of varying characteristics, : If needed, meet the requirements of Section 917. 332-2.4 Testing: The Engineer will sample all, . 332-3.2.2 Gradation: When tested before entering the asphalt plant in the combination to be used, to these requirements, include, in the mix design, test data showing that the material as produced will meet, with the applicable provisions of 331-7. 332-4.3 Additional Tests: The Engineer will apply the provisions
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by laboratory tests. If the sand deposit consists of stratified layers of varying characteristics, : If needed, meet the requirements of Section 917. 332-2.4 Testing: The Engineer will sample all, . 332-3.2.2 Gradation: When tested before entering the asphalt plant in the combination to be used, to these requirements, include, in the mix design, test data showing that the material as produced, with the applicable provisions of 331-7. 332-4.3 Additional Tests: The Engineer will apply
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by laboratory tests. If the sand deposit consists of stratified layers of varying characteristics, : If needed, meet the requirements of Section 917. 332-2.4 Testing: The Engineer will sample all, . 332-3.2.2 Gradation: When tested before entering the asphalt plant in the combination to be used, to these requirements, include, in the mix design, test data showing that the material as produced will meet, with the applicable provisions of 331-7. 332-4.3 Additional Tests: The Engineer will apply the provisions
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strength by cylinder testing as specified in 353-5 or the use of the maturity method test, and a minimum 24-hour compressive strength of 3,000 psi. Response: 2. 353-5 Test Requirements, performance. Perform concrete sampling and testing in accordance with Section 346-5. Perform the plastic property tests in accordance with 346-8, except when the mix design contains an accelerator; perform the plastic property tests prior to the addition of the accelerator. The requirements
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Without Test Piles: For structures without test piles or "100% dynamic testing", the Engineer will dynamically test the first pile(s) in each bent or pier at locations shown in the Plans to determine, for dynamic load tests at 5% of the piles at each bent or pier (rounded up to the next whole number). If the Engineer requires additional dynamic load tests for comparison purposes, the Contractor will be paid for an additional dynamic load test as authorized by the Engineer in accordance
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: Each geosynthetic material shall be tested by an independent third party in accordance with the following methods as they apply to the specific application type. All testing and reported values, Backfill f *as per AASHTO T88. Table 1.1 Drainage Geotextiles Test Methods and Requirements for Types D-1, D-2 and D-3 Property/Test Method D-1 D-2 D-3 Minimum Permittivity (Sec - 1) per
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in an environmentally controlled test chamber. Testing shall be performed in the environmental chamber, in an environmentally controlled test chamber. Testing shall be performed in the environmental chamber. 972-4.2.7, Materials Engineer a certified test report from an approved independent test laboratory that shows the material meets all specifications herein. In addition, a one year exposure test in Florida, shall not exceed 12 when tested in accordance with ASTM D 1925 or ASTM E 313. The daylight 45
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% as suggested in proposed specification 287-2: “Results from this testing may meet the Department, mixtures are not able to be tested utilizing FM 1-T 283 to determine their moisture resistance, of 0.5% and must pass the testing of FM 1-T 283 with dense graded Superpave mixtures to be put, , that is very moisture sensitive and will always have to be tested with the particular anti strip, from this testing may meet the Department’s requirement of minimum tensile strength ratio of 0.80
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available from visual inspection, non-destructive testing, and material tests to determine appropriate, of progression of the deterioration. Previous Material Tests Review any previous deck material test, test methods used for concrete deck investigations. The high cost of the petrographic testing, : uranyl- acetate testing and petrographic analysis. Both tests require concrete core samples, information on these lab tests. ASR test results will confirm the presence of ASR. If reactive
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