9037 search results for test
SS9900000
:Thestripesandmarkings shall have a minimum tensile strength of 40 psi when tested according to ASTM D 638. A rectangular test specimen 6 by 1 by 0.05 inch minimum thickness shall be tested at a temperature range of 40, ) when tested according to ASTM E 303. Bike lane symbols and pedestrian crosswalks shall provide, a n d markings shall have a minimum elongation of 25% when tested in accordance with ASTM D 638, five minutes at a temperature range of 70 to 80ºF. Rectangular test specimen size shall be 6 by 1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9900000.pdf?sfvrsn=5c9b25dc_0SS9900000
a minimum tensile strength of 40 psi when tested according to ASTM D 638. A rectangular test specimen 6 0.05 inch minimum thickness shall be tested at a temperature range of 40 to 80ºF using a jaw, resistance value of 35 BPN (British Pendulum Number) when tested according to STM E 303. Bike lane A re, a minimum elongation of 25% when tested in accordance with ASTM D 638. 990-4.8PlasticPulltest, of 70 to 80ºF. Rectangular test specimen size shall be 6 by 1 by 0.05 inch minimum thickness
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:Thestripesandmarkings shall have a minimum tensile strength of 40 psi when tested according to ASTM D 638. A rectangular test specimen 6 by 1 by 0.05 inch minimum thickness shall be tested at a temperature range of 40, ) when tested according to ASTM E 303. Bike lane symbols and pedestrian crosswalks shall provide, a n d markings shall have a minimum elongation of 25% when tested in accordance with ASTM D 638, five minutes at a temperature range of 70 to 80ºF. Rectangular test specimen size shall be 6 by 1
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test results for each shipment of hydrated lime indicating compliance with the specifications, Sieve: 65 - 100 Provide certified test results for each batch of fiber material indicating compliance with the above tests. 337-2.7.2 Cellulose Fibers: Use cellulose fibers meeting the following, fiber weight) 6.Moisture Content: 5.0% by weight (maximum) Provide certified test results for each batch of fiber material indicating compliance with the above tests. 337-3 General Composition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/3370000ind.pdf?sfvrsn=da672b0c_1LAP344
. 344-3.9 Sampling and Testing: 344-3.9.1 Category 1: The Engineer may sample and test, mill test reports). 4. A copy of the scale company or testing agency report showing the signature, is 2,500 psi. 344-3.9.2: Category 2: No sampling and testing is required by the Engineer, its plastic properties and to make three 4 x 8 inch cylinders for testing by the Engineer at 28 days, of test. 7. Manufacturer’s mixer information. 8. Certification documents for admixture weighing
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. 344-3.9 Sampling and Testing: 344-3.9.1 Category 1: The Engineer may sample and test, mill test reports). 4. A copy of the scale company or testing agency report showing the signature, is 2,500 psi. 344-3.9.2: Category 2: No sampling and testing is required by the Engineer, its plastic properties and to make three 4 x 8 inch cylinders for testing by the Engineer at 28 days, of test. 7. Manufacturer’s mixer information. 8. Certification documents for admixture weighing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/lap/lap3440000.docx?sfvrsn=1c8c8ff3_6LAP3440000-122impl
of this Specification. 344-3.9 Sampling and Testing: 344-3.9.1 Category 1: The Engineer may sample and test, , certified mill test reports). 4. A copy of the scale company or testing agency report showing, for this concrete is 2,500 psi. 344-3.9.2: Category 2: No sampling and testing is required by the Engineer, to determine its plastic properties and to make three 4 x 8 inch cylinders for testing by the Engineer, of test. 7. Manufacturer’s mixer information. 8. Certification documents for admixture weighing
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will verify that all equipment is correctly installed and functional. Record all test results in a format approved by the Engineer prior to testing. All recorded test report data shall be signed, deficiencies at no cost to the Department. 677-4.2 Mechanical Inspection: Test all equipment associated with the shelter. Test and verify the HVAC system performance for heating, cooling, acceptance testing and inspections, subject the installed site to a minimum 20-day performance period
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of required "QC" tests and in organization and statistical evaluation of "QC" test results, states in the last apragraph last sentence to "Ensure that QC test data is entered, ". The sentence should read "...summarize the daily QC activities including testing and material, asphalt plant related testing with a CTQP Asphalt Plant Level I Technician. Shouldn’t this be located
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’s Sampling, Testing and Reporting Guide schedule. 709-2.2 Glass Spheres: Use only glass spheres, and the Department’s Sampling, Testing and Reporting Guide schedule. 709-2.3 Sand: Use materials meeting, by the Engineer. The Engineer will conduct field tests in accordance with FM 5-541 and FM 5-5XX, material which visually matches Federal Test Standard Number 595-color 33538, and meet the following, spheres packages. Submit a certified test report to the Engineer indicating that the materials meet
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of sustaining a maximum design velocity of 6.5 ft/sec as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Furnish to the Engineer, two certified copies of manufacturers test reports showing, by 8 inch samples for product identification. The manufacturers test records shall be made, to aid in their performance. The contractor must provide all of the required toxicity testing
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capable of sustaining a maximum design velocity of 6.5 ft/sec as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Furnish to the Engineer, two certified copies of manufacturers test reports showing, two 4 by 8 inch samples for product identification. The manufacturers test records shall be made, to aid in their performance. The contractor must provide all of the required toxicity testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss1040600.pdf?sfvrsn=f98adaf2_03460203-723resp
strength. We also accept the thought process that tests from previous projects can be used. We, was modified. For reduced testing frequency, the current Sub-article 346-9.2.1 refer to Section 350, but Sub- article 350-9.2.1 refers back to Section 346 for reduced testing frequency request, testing for lightweight concrete is for the hardened density, not plastic density. Response: Agree
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assembly during Rotational Capacity (RC) testing and installation. Assemblies that exhibit a loss, with ASTMGrade A490 for the handling, lubrication, installation, tightening and testing, hardened steel washers as follows: 1. For connections (and all associated testing) using ASTMGrade, of the Rotational Capacity tests. 4. Where the outer face of the bolted parts has a slope of greater than 20
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tensile strength of 40 psi when tested according to ASTM D 638. A rectangular test specimen 6 by 1, elongation of 25% when tested in accordance with ASTM D 638. 990-45.8 Plastic Pull test: The stripes, will be randomly tested as follows:selected for a test. Position t h e marker b a s e d o w n b e t w e e n t, 9, Type VI.; excluding 0.1 degree. Provide three certified copies of test reports and certification, time shall be accomplished in a maximum of three hours. 990-3.4.2 Battery Life Test: Meet
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tensile strength of 40 psi when tested according to ASTM D 638. A rectangular test specimen 6 by 1, elongation of 25% when tested in accordance with ASTM D 638. 990-45.8 Plastic Pull test: The stripes, will be randomly tested as follows:selected for a test. Position t h e marker b a s e d o w n b e t w e e n t, 9, Type VI.; excluding 0.1 degree. Provide three certified copies of test reports and certification, time shall be accomplished in a maximum of three hours. 990-3.4.2 Battery Life Test: Meet
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to provide assurance to the Department and Industry that the test results are accurate. 3) To offer, compliance with the above tests. 337-2.6.2 Cellulose Fibers: Use cellulose fibers meeting the following, with the above tests. 337-3 General Composition of Mixes. 337-3.1 General: Use a bituminous mixture, accordance with AASHTO T312-04 and FM 1-T 209 (and conditioning prior to testing, with the applicable requirements of 334-5.8. No density testing will be required for these mixtures
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the deficiencies found as a result of the inspection and testing. Keep certified test reports for all, verification tests. The sampling for verification testing will be performed by the Department at each precast, and/or testing of prestressing steel, reinforcing steel, concrete materials and/or concrete, curing materials, Assurance Inspection and Testing: The Engineer will perform periodic inspections, sampling, and testing to ensure of the quality and acceptability of the materials, methods, techniques, procedures
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in the record keeping the deficiencies found as a result of the inspection and testing. Keep certified test, regarding the certification and testing of prestressing steel, reinforcing steel, concrete, Assurance Inspection and Testing: The Engineer will perform periodic inspections, sampling, and testing to ensure of the quality and acceptability of the materials, methods, techniques, procedures, and Testing. 450-4.1 Concrete: Perform the QC sampling and testing of concrete in accordance
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as a result of the inspection and testing. Keep certified test reports for all materials incorporated, verification tests. The sampling for verification testing will be performed by the Department at each, is maintained in each plant which will provide all information regarding the certification and testing, Inspection and Testing: The Engineer will perform periodic inspections, sampling, and testing to ensure, ” in the same direction. 450-4 Material Acceptance and Testing. 450-4.1 Concrete: Perform the QC sampling
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