9204 search results for test
D9550000.do
for Preservative Materials. 955-4.1 Amine Copper Quat-Type D (ACQ-D): The test methods for ACQ-D shall, . The Department’s State Materials Office will acquire random test samples of the preservatives, . Tests to determine conformance shall be in accordance with AWPA Standard A-2. 955-5 Requirements
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for Preservative Materials. 955-4.1 Amine Copper Quat-Type D (ACQ-D): The test methods for ACQ-D shall, . The Department’s State Materials Office will acquire random test samples of the preservatives, . Tests to determine conformance shall be in accordance with AWPA Standard A-2. 955-5 Requirements
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Protection Agency (EPA), qualifying tests shall be performed. Test methods for these substances shall, test result is 4.7%. FFCPs may be used provided they meet the requirements of 403.7047, F.S
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set forth in 400-17.1 and 400-17.3, test cylinders may be prepared and tested by the Contractor, in the corresponding structural component. Make the test beams in accordance with ASTM C31 and test them in accordance with ASTM C78. When the cylinder test results indicate a minimum flexural
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for performance of all quality control testing and inspections required by Sections 346 and 400 for the precast component construction. Perform all Quality Control Testing using CTQP qualified testing personnel. Perform compressive strength testing in a laboratory inspected by CCRL or CMEC, with all, must submit an application in accordance with Section 6, independently certified test reports, . L.Providetheconcretewall(Precast or Cast-in-Place) with a uniform color, pattern, and texture. 534-8 Test
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responsibility for performance of all quality control testing and inspections required by Sections 346 and 400 for the precast component construction. Perform all Quality Control Testing using Construction Training and Qualification Program (CTQP) qualified testing personnel. Perform compressive strength testing in a laboratory inspected by the Cement and Concrete Reference Laboratory (CCRL, , independently certified test reports, and written certification that the product meets the requirements
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with the retroreflectometer.” Testing of wet weather pavement marking systems should be tested, made. ASTM E2177 states” 1.2.1 Discussion—This test condition typically exists (1) after, or humidity. 1.3 Retroreflective performance obtained with this test in conditions of wetness does, Method) with ASTM E2176-01 (Standard Test Method for Measuring the Coefficient of Retroreflected, or by using one mile sections as referenced by FM 5-541(12-08) Part A- Project based Testing of Traffic
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all required verification and testing at no expense to the Department and to the satisfaction, to application) has an Oxidative Induction Time (OIT) of 60 to 75 minutes at 170 °C in air when tested according to ASTM D3895. Perform additional OIT tests on samples taken from the finished product, of less than 2.6% when tested according to ASTM C272. Provide a written certification from, . Afterthedeckconcretehasbeeninplaceforaminimum period of two days, test for soundness and bonding of the metal forms
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Block testing and dimensions; and modified requirements for End Anchorage Assemblies, the list of Producers with Accepted Quality Control Programs; modified Composite Offset Block testing, and dimensions identified, suitable for posting on the QPL, independent test reports that indicate the product meets all crash testing requirements of National Cooperative Highway Research Program, and independent test reports that indicate the composite material meets all the following physical
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, the Design Plans, and this section. Verify the strength of each Lot by tensile test. Alternate testing, certification number. Table 965-1 Material Requirements for Aluminum Components Product Test Method, Material Requirements for Aluminum Components Product Test Method Alloy/Temper Reported Properties J, 2024-T4 6061-T6 S2 Lot Testing, Alloy, Temper Hex Nuts ASTM F467 6061-T6 6262-T9 2024-T4 S2 Lot Testing, Alloy, Temper 9650100 AWS D1.2 Aluminum Structural Welding Code. Heat treat
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, and P-8), and asphalt binder content (P b) only. 2. Testing in accordance with AASHTO T 312-12 and FM 1-T 209 (and conditioning prior to testing) will not be required as part of 334-5.1.1. 3, on the roadway with respect to surface tolerance in accordance with 334-5.8. No density testing, from the verified mix design 337-6.2.1 Individual Test Tolerances for FC-5 Production: Terminate the LOT if any of the following Quality Control (QC) failures occur: 1. An individual test result
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and the following substituted: 204-6.4 Density Tests: Meet the requirements of 200-7.2.2. 2040603.D01 All Jobs, substituted: 204-6.4 Density Tests: Meet the requirements of 200-7.2.2
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the foundation has achieved 70% of the specified 28-day concrete strength and verifying test results have been submitted to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders prepared and tested in accordance with ASTM C31 and ASTM C39. Before erecting the pole, clean, . Test the grout fluidity using ASTM C939 Flow Cone Method. Discard any grout with an unacceptable
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test application of various materials for this application in the Gainesville Construction office, , one of the pavement surfaces being proposed for qualification we have a concern over one of the test methods outlined for specification section 523. The test that we have concerns over is the lNDENTATlON RESISTANCE test and what the test parameters of this test relate to. Imprint is a resin based, periods of time without obvious wear. The test requirement for this INDENTATION RESISTANCE test
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of the test cylinders in 410-3.1? Response by Ghulam Mujtaba: This change will not affect the size of the test cylinder. Article 346-5 allows the use of 4 x 8 inch or 6 x 12 inch cylinders. Article 346-2 has
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. Whenrubbergasketsaretobeinstalledinthepipejoint,thegasketshallbethe soleelement relied on to maintain a tight joint. Test pipe joints at the plant hydrostatically using test methods in ASTM D 3212 [ASTM D 3212M]. Soil tight joints must
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relied on to maintain a tight joint. Test pipe joints at the plant hydrostatically using test methods
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,thegasketshallbethesole element relied on to maintain a tight joint. Test pipe joints at the plant hydrostatically using test methods in ASTM D 3212 [ASTM D 3212M]. Soil tight joints must be watertight to 2 psi
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or IV test fails. The Engineer can reject the LOTs in question if the resolution procedure fails, Is this modification allowing moisture content to be utilized from the nuclear density test (instead
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along with performance test reports from the National Transportation Product Evaluation Program (NTPEP, 6 and shall submit performance test reports from the National Transportation Product Evaluation
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