8976 search results for test
3340102.impl
QC test results that have been verified by the Department. 334-5.1.1 Sampling and Testing, T 312-12and FM 1-T 209. Prior to testing volumetric samples, condition the test-sized sample, unavailable for testing, the corresponding QC test result will be considered verified, and payment, the LOT in question has been accepted. 334-5.4.4 Individual Test Tolerances for QC Testing, Testing: In order to determine the validity of the Contractor’s QC test results prior to their use
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R-31, this referenced test method should be Cyclic Weather Testing. Also, a Delta E of 1, that the duration of testing should be agreed upon by the tester and the manufacturer. If this method, . Both are calling for 9750900 Jobs with structures different abrasion testing (redundant, abrasion testing. They also are not formulated for color or gloss. The revision would necessitate, and should be 3, not 1. The problem with Clear coats is yellowing. 7) The Fluid resistance test
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for different abrasion testing (redundant) and there are conflicting VOC requirements. This sub, of a paraffin wax, these products will not withstand abrasion testing. They also are not formulated, is the wrong title. To be consistent with AASHTO R-31, this referenced test method should be Cyclic Weather Testing. Also, a Delta E of 1 will exclude all coatings from QPL approval. Section 563, coats is yellowing. 7) The Fluid resistance test is not necessary and is overkill. The Methyl Ethyl
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, certified test reports from an approved independent laboratory acceptable to the State Materials, and testing of fly ash shall follow the requirements of ASTM C - 3 1 1 . W h e n Class C f l y ash is used in concrete, the test results shall verify improved sulfate resistance and improved, . The durability tests of concrete shall be performed in accordance with ASTM C-1012 and FM 5-522. These tests are not enough to screen out the C ash we don’t want. I suggest C-1012 testing should be partially
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/9290200.resp.pdf?sfvrsn=6b9dd111_030thAsphaltConferenceMinutes
– Gale Page as contact, subject is use of positive spot test for PG Binders, written in reaction, /penalties; pass/fail only • Testsinclude:Pb,P-200,P-8anddensity, with the Districts and Industry to develop a uniform approach that assures quality. Further changes to IV testing, is a mainline roadway, and acceptance ranges from certification by the Contractor to acceptance testing, /Gradation Testing Performed on Milling and Resurfacing Projects with more than 5000 tons of RAP
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. Notify the Engineer two weeks before performing test and ensure the Engineer is present during testing, load tests up to and including the 300% load test as required by the Engineer at no additional cost, . Provideinshopdrawingformat for approval, test procedures for specific tests to be performed, the tests. 465-15.2 Functional Acceptance Test Books: The functional acceptance tests consists of Preliminary Checkout, Functional Tests (three phases) and Operational Testing Period. Integrate
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times about the elimination of Asphalt testing, the recommendation for Texas A&M Transportation, of the roadways, asphalt testing is much tougher to pass. Below is an excerpt from 607532-02 Phase 2 – from, . Response: (Gevin McDaniel, P.E.) Testing tubular markers on asphalt with open graded friction course (OGFC) would be ideal. However, we found out recently that the NTPEP testing procedure will not be including the OGFC testing. The testing facility (TTI) is having challenges with funding
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times about the elimination of Asphalt testing, the recommendation for Texas A&M Transportation, of the roadways, asphalt testing is much tougher to pass. Below is an excerpt from 607532-02 Phase 2 – from, . Response: (Gevin McDaniel, P.E.) Testing tubular markers on asphalt with open graded friction course (OGFC) would be ideal. However, we found out recently that the NTPEP testing procedure will not be including the OGFC testing. The testing facility (TTI) is having challenges with funding
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/comments-responses/9910100-723respab790d1ae9da4ea8bb233adc4f11c581.pdf?sfvrsn=78a34333_20060103.comm
“will”. Variations in test values should be reviewed on a case by case basis. One needs to look at the tests performed and determine if one test varied or all tests for that product. The reason I am concerned by this is because Dow Corning has had the same batch of material tested by different labs using the same test methods and achieved varying results. Some tests can yield a great deal, will consider any marked variations from original test values for a product, failure to notify
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“will”. Variations in test values should be reviewed on a case by case basis. One needs to look at the tests performed and determine if one test varied or all tests for that product. The reason I am concerned by this is because Dow Corning has had the same batch of material tested by different labs using the same test methods and achieved varying results. Some tests can yield a great deal, will consider any marked variations from original test values for a product, failure to notify
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/0060103.resp.pdf?sfvrsn=3a095058_09710203FHWA
when tested according to ASTM D638. A rectangular test specimen 6 inches by 1 inch by 0.05 inches, of pavement markings shall provide a minimum Dynamic Friction Tester (DFT40) value of 45 or greater, or greater for a three-year period as tested per FM 5-622, Part B. SUBARTICLE 971-7.3 is deleted, Tensile Strength: The pavement markings shall have a minimum tensile strength of 40 psi when tested according to ASTM D638. A rectangular test specimen 6 inches by 1 inch by 0.05 inches minimum
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the test using the Gardner Mandrel Impact Tester and its method, applying an impact load of 24 inch, the thermal and elastic expansion ranges of the substrate without cracking. 971-22.2 Material Tests and Certification: Meet the requirements of the tests listed below: (a)Freeze-ThawTests:SubjecttheappliedfinishcoatingtoFreeze-ThawCycle Tests as follows: (1)Castandcurethreeconcretespecimens, )RepeatStepsthreeandfourforatotalof50cycles. At the end of 50 cycles Freeze-Thaw Test, verify
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the test using the Gardner Mandrel Impact Tester and its method, applying an impact load of 24 inch, the thermal and elastic expansion ranges of the substrate without cracking. 971-22.2 Material Tests and Certification: Meet the requirements of the tests listed below: (a)Freeze-ThawTests:SubjecttheappliedfinishcoatingtoFreeze-ThawCycle Tests as follows: (1)Castandcurethreeconcretespecimens, )RepeatStepsthreeandfourforatotalof50cycles. At the end of 50 cycles Freeze-Thaw Test, verify
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& testing requirements. 5. 932-2.2.3: The testing section is ambiguous and may imply that hardness tests may be used in lieu of shear modulus tests. I realize that this cross-walk table was added to clarify the limits for the other physical property tests such as elongation, but it's addition may create confusion. Additionally load testing is based on the service load for each pad, which is typically, be: Unless otherwise shown in the contract documents the rated service load for load testing
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of the other test performance criteria testing purposes, use the following cross-over table, & testing requirements. Response: This specification is specifically a materials specification, as part of the standard AAAHTO construction specifications. 5. 932-2.2.3: The testing section is ambiguous and may imply that hardness tests may be used in lieu of shear modulus tests. I realize that this cross-walk table was added to clarify the limits for the other physical property tests
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tests and a copy of their certified test reports shall be sent to the State Materials Office when, the monthly QC tests and a copy of their certified test reports shall be sent to the State Materials Office, perform the monthly QC tests and a copy of their certified test reports shall be sent to the State, the monthly QC tests and a copy of their certified test reports shall be sent to the State Materials, laboratory shall perform the monthly QC tests and a copy of their certified test reports shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/9290000.fhwa.pdf?sfvrsn=d195895a_0SS3460000
for resistivity testing before mix design approval. Take the resistivity test specimens from the concrete, . 346-3.2.1 Slump Loss Test Requirements: Provide slump loss tests before drilled shaft concrete, such tests. Perform slump loss testing of the drilled shaft mix using personnel meeting the requirements, strength tests. Record the ambient air temperature during the test. Ensure that the concrete properties, samples. Perform surface resistivity tests on the core samples or test cylinders at 28 days. Submit
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. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing before mix, 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, of meter for QC tests as the Department uses for Verification testing. When using pressure type
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss3460000.pdf?sfvrsn=9a933138_0SS3460000
. Submit three 4 x 8 inch cylindrical test specimens to the Engineer for resistivity testing before mix, 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, of meter for QC tests as the Department uses for Verification testing. When using pressure type
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss3460000.pdf?sfvrsn=1dca039a_09750600.comm
states that test panels be prepared “consistent with anticipated use or mutually agreed upon, the product be tested as it will be used? Application rates vary by manufacturer/product technical data sheets. Response: 2. Fluorescent UV-Condensation Exposure under laboratory testing lists ASTM D 4587, 2000 hours. There are four test cycles listed in table I of ASTM D 4587. Should the test cycle, test panels by applying the finished coating at a rate of 50 +-plus or minus 10ft2 square foot per
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