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7840000Orign
. 6.TestF:(DATandProduction Testing) High-Temperature Low- Voltage Tests. 7.TestG:TestTermination (All Tests). 8.TestH:AppraisalofEquipment under Test. 784-1.4.3 Field Testing: Once the MFES has been, :(DATandProduction Testing) High-Temperature Low- Voltage Tests 7.TestG:TestTermination (All Tests) 8.TestH, :(DATandProduction Testing) High-Temperature Low-Voltage Tests. 7.TestG:TestTermination (All Tests, Cycling and Applied Transient Tests (Power Service). 3.TestC:(DATandProduction Testing) Low
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Performance and Tests Property Test M e t h o d L i mits Impact Resistance ASTM D 2794, 30 inch/lbs Pass, shall meet the color and gloss requirements designated below. Laboratory Testing Property TestMethod, Performance and TestsTesting Property TestMethod LimitsRequirement Salt Spray (fog) resistance, of 5 years. Outdoor Exposure Testing Requirements Property TestMethod Requirement Blistering, . LaboratoryTesting-Non-Sacrificial Property Test M e t h o d Requirement CyclicWeather Testing AASHTO R-31
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Performance and Tests Property Test M e t h o d L i mits Impact Resistance ASTM D 2794, 30 inch/lbs Pass, shall meet the color and gloss requirements designated below. Laboratory Testing Property TestMethod, Performance and TestsTesting Property TestMethod LimitsRequirement Salt Spray (fog) resistance, of 5 years. Outdoor Exposure Testing Requirements Property TestMethod Requirement Blistering, . LaboratoryTesting-Non-Sacrificial Property Test M e t h o d Requirement CyclicWeather Testing AASHTO R-31
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testing. When the Contract Documents include Dynamic Load Tests, all All test piles will have dynamic, for dynamic load testing. Makeeachpile to be dynamically tested available to drill holes, load tests may be applied to test piles and/or production piles. No separate payment will be made, for dynamic load tests on test piles. Anticipate all test piles will require dynamic load tests, and include all costs associated with dynamic load tests in the pay items for test piles. 455-12.5.12
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and Bore-Testing Methods Origination date: March7,2005 Originator: Jerome D. Taylor Office/Phone, : ProposedSpecificationsChange:5560432-JackandBore- TestingMethods Inaccordance with Specification, 2556-1 JACK AND BORE-TESTING METHODS. (REV 3-25-05) SUBARTICLE 556-4.3.2 (Pages 641 and 642) is deleted and the following substituted: 556-4.3.2 Testing Methods: Testing may consist of one of he following methods but must always meet or exceed Department testing requirements. (a) F o l l o w t h
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and Bore-Testing Methods Origination date: March7,2005 Originator: Jerome D. Taylor Office/Phone, : ProposedSpecificationsChange:5560432-JackandBore- TestingMethods Inaccordance with Specification, 2556-1 JACK AND BORE-TESTING METHODS. (REV 3-25-05) SUBARTICLE 556-4.3.2 (Pages 641 and 642) is deleted and the following substituted: 556-4.3.2 Testing Methods: Testing may consist of one of he following methods but must always meet or exceed Department testing requirements. (a) F o l l o w t h
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and Bore-Testing Methods Origination date: March7,2005 Originator: Jerome D. Taylor Office/Phone, : ProposedSpecificationsChange:5560432-JackandBore- TestingMethods Inaccordance with Specification, 2556-1 JACK AND BORE-TESTING METHODS. (REV 3-25-05) SUBARTICLE 556-4.3.2 (Pages 641 and 642) is deleted and the following substituted: 556-4.3.2 Testing Methods: Testing may consist of one of he following methods but must always meet or exceed Department testing requirements. (a) F o l l o w t h
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/5560432orgin.pdf?sfvrsn=20d8b5f2_05560432Orgin
and Bore-Testing Methods Origination date: March7,2005 Originator: Jerome D. Taylor Office/Phone, : ProposedSpecificationsChange:5560432-JackandBore- TestingMethods Inaccordance with Specification, 2556-1 JACK AND BORE-TESTING METHODS. (REV 3-25-05) SUBARTICLE 556-4.3.2 (Pages 641 and 642) is deleted and the following substituted: 556-4.3.2 Testing Methods: Testing may consist of one of he following methods but must always meet or exceed Department testing requirements. (a) F o l l o w t h
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or authorized by the Engineer as Dynamic Load Test Piles. Install instruments on test piles and selected permanent piles for dynamic load testing. All test piles will have dynamic load tests. The Engineer, : 455-12.5.1DynamicLoadTests/TestPiles:Noseparatepayment will be made for dynamic load tests on test piles. Anticipate all test piles will require dynamic load tests, and include all costs associated with dynamic load tests in the pay items for test piles. 455-12.5.2 Dynamic Load Tests/ Production Piles: Price and payment
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of tests per LOT. One set of tests is defined as a density test for the fill within 3 ft behind, . The Engineer will perform Verification tests for corrosiveness at a minimum frequency of one test per, Office will perform Resolution testing. The material will be sampled and tested in accordance, testing. The material will be sampled and tested in accordance with AASHTO T 90 and AASHTO T 89, and tested in accordance with FM 5-551, FM 5-552 and FM 5-553. If the Resolution Test result
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the percent bleed for the grout tested. Test grout at the specified pressure of 100 psi (689 kPa, requires new testing and certification of the conformance of the grout with this Specification, with a total time from manufacture to usage in excess of six months shall be tested and certified, certified test reports from an independent laboratory, audited by the Cement Concrete Reference, dioxide or oxygen gas. 938-4.2 Laboratory Test. Thegroutshall meet or exceed the specified physical
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submit the proposed qu control plan, certified test reports from an approved independent, cementitious material shipments to be individually tested prior to incorporation into Department work, , inconsistent quality control data, or failure of quality control or verification test results, . the mixing opera 929-1.2ApprovedLaboratory:Thecementitious materials supplier’s testing laborator must, coal shall meet the requirements of ASTM C 618, Class C or Class F Fly ash. Sampling and testing
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American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWG American, , designates a specification, test method, or other code or recommendation of the particular authority or organization shown. Use standards, specifications, test methods, or other codes as specified
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asphalt product requires testing by FM 1-T 283 and the test results indicate it is not required, of sampling. The Quality Control testing and location where the test will be done shall be identified, and tested for Quality Control testing in accordance with 916-1.3.2. A single one quart representative, 97.5% Asphalt Emulsion Grade AE-200 Test Conditions Minimum/Maximum Tests on Emulsion: Saybolt, test. SPECIAL MS-EMULSION Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol
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. Testthepipejointshydrostaticallyatthespecifiedpressureusingtestmethods in ASTM D3212 with the exceptions, in internal diameter using the parallel plate testing methodology of ASTM D2412. Load the deflected, the hugger band or associated hardware. Testing of pipe joints shall be done at the manufacturing plant, 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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density testing to one test every two LOTs by identifying the substantiating tests in the Density Log, ’s Quality Control data when test results meet the following conditions: Quality Control tests must, moisture content by sampling and testing the material in accordance with the specified test method listed, , and Quality Control test data is not upheld by Resolution testing the Quality Control testing, testing. The material will be sampled and tested in accordance with AASHTO T 99, Method C
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for permeability testing before mix design approval. Submit the test specimens within seven days prior to the 28-day test. The permeability of the concrete will be taken as the average of two tests, one, at least 48 hours before performing such tests. Perform slump loss testing of the drilled shaft mix using, procedures for slump loss tests: (1)Preparethe mix for the slump loss test at a temperature consistent, are outside of the allowable range, run an additional three tests until the test results are within
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, or testifying in a proceeding under the Davis-Bacon and Related Acts. PROPER PAY If you do
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, or testifying in a proceeding under the Davis-Bacon and Related Acts. PROPER PAY If you do
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temperature (65-78°F [18-25°C]) and conditions. Property TestValue TestMethod TotalChloride Ions, -Tensioning Institute. Report the percent bleed for the grout tested. Test grout at the specified, TestValue TestMethod TotalChloride Ions Max.0.08% by weight of cementitious material ASTM C 1152, . Report the percent bleed for the grout tested. Test grout at the specified pressure of 100 psi (689, with Section 6 and include certified test reports from an independent laboratory, audited
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