9006 search results for test
9450000.D01.IMP
. Ensurethatthepipejointshavebeentestedattheplanthydrostatically at the specified pressure using test, one side of the pipe to a 5% reduction in internal diameter using the parallel plate testing, that the loading mechanism does not contact the hugger band or associated hardware. Testing must, shall be lubricated at the factory, with a suitable wax compound. The bolts may be sampled and tested, :Forallaluminum materials, test certifications as specified in 965-2, shall be furnished
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to be tested. However since this is a minimum testing criteria, the CEI would have no trouble making, , not 15? Or should all bolts not meeting the test be tightened toin acordance with Table A? If the 3, to the elements could affect the bolt’s torque-tension relationship. Testing the bolts after 24 hours could, construction schedule, the CEI may have to test bolts before the 24 hour period has expired in order
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. Ensurethatthepipejointshavebeentestedattheplanthydrostatically at the specified pressure using test methods in ASTM D 3212, in internal diameter using the parallel plate testing methodology of ASTM D 2412. Load, the hugger band or associated hardware. Testing shall be witnessed by the Engineer. 945-2 Aluminum, compound. The bolts may be sampled and tested before erection or may be accepted on the basis, by the Engineer. 945-2.3CertificationofTests:Forallaluminum materials, test certifications
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test methods in ASTM D 3212 with the exceptions of Sections 7.3 and 7.4. In lieu of Section 7.4, deflect one side of the pipe to a 5% reduction in internal diameter using the parallel plate testing, that the loading mechanism does not contact the hugger band or associated hardware. Testing shall, be lubricated at the factory, with a suitable wax compound. The bolts may be sampled and tested before, :Forallaluminum materials, test certifications as specified in 965-2, shall be furnished
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to list additional Erosion Control Materials, reduce testing efforts for reinforcement products listed, 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, except, *as per AASHTO T88. 9850202 All Jobs 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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test methods in ASTM D 3212 with the exceptions of Sections 7.3 and 7.4. In lieu of Section 7.4, deflect one side of the pipe to a 5% reduction in internal diameter using the parallel plate testing, that the loading mechanism does not contact the hugger band or associated hardware. Testing shall, be lubricated at the factory, with a suitable wax compound. The bolts may be sampled and tested before, :Forallaluminum materials, test certifications as specified in 965-2, shall be furnished
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9450000.pdf?sfvrsn=ae1ebb51_0SS9620000
castings to Grade 414-276-18. In addition to the specified test coupons, test specimens from parts integral with the castings, such as risers, are to be tested for castings with a mass more than 1,000, installation and testing of the DTI device and will cover the remaining gap. Otherwise, coat the DTI, process, and provide a test report on the zinc coating thickness. 4.Foranchorrodsfabricatedfrom material, Certifications and Verification. 962-10.1 General: Supply Certified Mill Tests Reports (MTR
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castings to Grade 414-276-18. In addition to the specified test coupons, test specimens from parts integral with the castings, such as risers, are to be tested for castings with a mass more than 1,000, installation and testing of the DTI device and will cover the remaining gap. Otherwise, coat the DTI, process, and provide a test report on the zinc coating thickness. 4.Foranchorrodsfabricatedfrom material, Certifications and Verification. 962-10.1 General: Supply Certified Mill Tests Reports (MTR
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test coupons, test specimens from parts integral with the castings, such as risers, are to be tested for castings with a mass more than 1,000 pounds to determine that the required quality, if the finish coat of paint is applied after installation and testing of the DTI device and will cover, in the fastener assembly by the same zinc process, and provide a test report on the zinc coating thickness, Certified Mill Tests Reports (MTR) to the Engineer for all metal materials to be used in fabrication
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. In addition to the specified test coupons, test specimens from parts integral with the castings, such as risers, are to be tested for castings with a mass more than 1,000 pounds to determine, for use with plain bolts if the finish coat of paint is applied after installation and testing of the DTI, and washer used in the fastener assembly by the same zinc process, and provide a test report, . 962-10.1 General: Supply Certified Mill Tests Reports (MTR) to the Engineer for all metal materials
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. In addition to the specified test coupons, test specimens from parts integral with the castings, such as risers, are to be tested for castings with a mass more than 1,000 pounds to determine, for use with plain bolts if the finish coat of paint is applied after installation and testing of the DTI, and washer used in the fastener assembly by the same zinc process, and provide a test report, . 962-10.1 General: Supply Certified Mill Tests Reports (MTR) to the Engineer for all metal materials
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Documents, provide castings to Grade 414-276-18. In addition to the specified test coupons, test specimens from parts integral with the castings, such as risers, are to be tested for castings, of paint is applied after installation and testing of the DTI device and will cover the remaining gap, by the same zinc process, and provide a test report on the zinc coating thickness, to commencing the work. 962-10 Certifications and Verification. 962-10.1 General: Supply Certified Mill Tests
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performing plastic property testing on concrete for materials acceptance at the project jobsite are qualifiedpossess a CTQP Concrete Field Technicians Level 1 qualification. Plastic property testing, and testing to confirm specification compliance prior to beginning concrete placements, ensuring timely, samples to the designated laboratories. Ensure that personnel performing plastic property testing on self-consolidating concrete (SCC) possess an ACI Self- Consolidating Concrete Testing Technician
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performing plastic property testing on concrete for materials acceptance at the project jobsite are qualifiedpossess a CTQP Concrete Field Technicians Level 1 qualification. Plastic property testing, and testing to confirm specification compliance prior to beginning concrete placements, ensuring timely, samples to the designated laboratories. Ensure that personnel performing plastic property testing on self-consolidating concrete (SCC) possess an ACI Self- Consolidating Concrete Testing Technician
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to the temperature at which testing is to be done prior to mixing the test specimen. 453-4.5.2 Contact Time (open, test shall have a compressive strength of at least 4,500 psi [31 MPa] at 28 days when tested to ASTM, recommendations shall meet the requirements of ASTM C881. For the properties listed below, modify the ASTM test, Hours, Minimum Theabovecontacttime (open time) will be deemed acceptable if a slant cylinder test specimen, prepared and tested in accordance with the conditions below, sustains the following stress
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Theabovecontacttime (open time) will be deemed acceptable if a slant cylinder test specimen, prepared and tested, of at least 4,500 psi at 28 days when tested to ASTM C39. The slant- cylinder test procedure must, the requirements of ASTM C881. For the properties listed below, modify the ASTM test procedures as noted. The components of the epoxy-bonding agent shall be conditioned to the temperature at which testing is to be done prior to mixing the test specimen. 453-4.5.2 Contact Time (open Time) and Contact Strength
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to the temperature at which testing is to be done prior to mixing the test specimen. 453-4.5.2 Contact Time (open, test shall have a compressive strength of at least 4,500 psi [31 MPa] at 28 days when tested to ASTM, recommendations shall meet the requirements of ASTM C881. For the properties listed below, modify the ASTM test, Hours, Minimum Theabovecontacttime (open time) will be deemed acceptable if a slant cylinder test specimen, prepared and tested in accordance with the conditions below, sustains the following stress
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to the temperature at which testing is to be done prior to mixing the test specimen. 453-4.5.2 Contact Time (open, test shall have a compressive strength of at least 4,500 psi [31 MPa] at 28 days when tested to ASTM, recommendations shall meet the requirements of ASTM C881. For the properties listed below, modify the ASTM test, Hours, Minimum Theabovecontacttime (open time) will be deemed acceptable if a slant cylinder test specimen, prepared and tested in accordance with the conditions below, sustains the following stress
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to the temperature at which testing is to be done prior to mixing the test specimen. 453-4.5.2 Contact Time (open, test shall have a compressive strength of at least 4,500 psi [31 MPa] at 28 days when tested to ASTM, recommendations shall meet the requirements of ASTM C881. For the properties listed below, modify the ASTM test, Hours, Minimum Theabovecontacttime (open time) will be deemed acceptable if a slant cylinder test specimen, prepared and tested in accordance with the conditions below, sustains the following stress
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4530000ss.pdf?sfvrsn=5f04fb7d_0SS4530000
Theabovecontacttime (open time) will be deemed acceptable if a slant cylinder test specimen, prepared and tested, of at least 4,500 psi at 28 days when tested to ASTM C39. The slant- cylinder test procedure must, the requirements of ASTM C881. For the properties listed below, modify the ASTM test procedures as noted. The components of the epoxy-bonding agent shall be conditioned to the temperature at which testing is to be done prior to mixing the test specimen. 453-4.5.2 Contact Time (open Time) and Contact Strength
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