9204 search results for test
SS0090800
aahsunlessthetime elapsing between (1) acceptance of the project and receipt of all test reports, furnished all required mill tests and analys the Eginee tonr. (g)TheContractorhasfurnishedthe
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of all test reports, invoices, etc., and (2) submission of the final estimate to the Contractor, required mill tests and analysis reports to the Engineer. (g)TheContractorhasfurnishedthe Construction
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of all test reports, invoices, etc., and (2) submission of the final estimate to the Contractor, required mill tests and analysis reports to the Engineer. (g)TheContractorhasfurnishedthe Construction
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. Three-point bending tests are acceptable. 3. Test a minimum of 10 samples. (c) Detailed material
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specification does not require any graffiti- removal performance based testing. Information source, copies of a test report from the manufacturer certifying the anti graffiti products to be incorporated into the completed project meets the requirements of this Specification. The certified test, for Coating.....................ASTM D 4258 Testing pH of cleaned concrete surface, Association of State Highway and Transportation Officials Regional Testing Program, June 1997. Both
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specification does not require any graffiti- removal performance based testing. Information source, and Cleaners”, Northeastern Association of State Highway and Transportation Officials Regional Testing, certified copies of a test report from the manufacturer certifying the anti graffiti products, test reports shall be attested to by a person having legal authority to bind the manufacturing company, Concrete for Coating.....................ASTM D 4258 Testing pH of cleaned concrete surface
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specification does not require any graffiti- removal performance based testing. Information source, copies of a test report from the manufacturer certifying the anti graffiti products to be incorporated into the completed project meets the requirements of this Specification. The certified test, for Coating.....................ASTM D 4258 Testing pH of cleaned concrete surface, Association of State Highway and Transportation Officials Regional Testing Program, June 1997. Both
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maintenance. 990-3.1.1.2 Battery Life Test: Meet the following: 1. The photovoltaic unit shall be designed, an impact test shall be performed by the manufacturer to verify the safety performance, information necessary for proper application and installation 2. Crash testing reports. 3. All, and technical information necessary for proper application and installation 5. Crash testing reports, . Crash testing reports demonstrating the device meets MASH TL-3 6. All relevant FHWA Eligibility
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: Furnish two certified copies of a test report from the manufacturer certifying the anti graffiti products, . The certified test reports shall be attested to by a person having legal authority to bind, ...........................................................ASTM D 4261 or Surface Cleaning Concrete for Coating.........ASTM D 4258 Testing pH, ...........................................................ASTM D 4261 or Surface Cleaning Concrete for Coating.........ASTM D 4258 Testing pH, , conduct a test patch in accordance with 560-15. 5630000.D01 563-3; 563-4 563-2.4 Base Coat
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certified test results for each shipment of hydrated lime indicating compliance, content during production of the mix after testing and visual inspection. Ensure that a minimum, (and conditioningofthemix prior to testing) will not be required as part of 334-5.1.1.1, be (or already has been) resolved. Evaluate any material represented by the failing test result, ’smethods of placement and compaction will be based upon the completion of a 500 foot test section
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: Furnish two certified copies of a test report from the manufacturer certifying the anti graffiti products, . The certified test reports shall be attested to by a person having legal authority to bind, ...........................................................ASTM D 4261 or Surface Cleaning Concrete for Coating.........ASTM D 4258 Testing pH, ...........................................................ASTM D 4261 or Surface Cleaning Concrete for Coating.........ASTM D 4258 Testing pH, , conduct a test patch in accordance with 560-15. 5630000.D01 563-3; 563-4 563-2.4 Base Coat
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material in accordance with the Department’s Sampling, Testing and Reporting Guide schedule. 711-2.1.1, with ASTM D1214 and the Department’s Sampling, Testing and Reporting Guide schedule. 711-2.3 Sand, in accordance with Florida Method FM-5-579. TheDepartment reserves the right to test the markings within three days of receipt of the Contractor’s certification. The test readings should, on the thermoplastic materials and glass spheres packages. Submit a certified test report to the Engineer
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in accordance with the Department’s Sampling, Testing and Reporting Guide schedule. 711-2.1.1 Initial, and the Department’s Sampling, Testing and Reporting Guide schedule. 711-2.3 Sand: Use materials, in accordance with Florida Method FM-5-579. TheDepartment reserves the right to test the markings within three days of receipt of the Contractor’s certification. The test readings should, packages. Submit a certified test report to the Engineer indicating that the striping materials
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Sampling, Testing and Reporting Guide schedule. 711-2.1.1 Initial or Recapped Stripes and Markings, , Testing and Reporting Guide schedule. 711-2.3 Sand: Use materials meeting the requirements, markings in accordance with Florida Method FM-5-579. TheDepartment reserves the right to test the markings within three days of receipt of the Contractor’s certification. The test readings should, a certified test report to the Engineer indicating that the striping materials meet all requirements
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. Provide certified test results for each shipment of hydrated lime indicating compliance, asphalt content during production of the mix after testing and visual inspection. Ensure that a minimum, (and conditioningofthemix prior to testing) will not be required as part of 334-5.1.1.1, be (or already has been) resolved. Evaluate any material represented by the failing test result, ’smethods of placement and compaction will be based upon the completion of a 500 foot test section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss2870000.pdf?sfvrsn=484ff839_0SS2870000
. Provide certified test results for each shipment of hydrated lime indicating compliance, asphalt content during production of the mix after testing and visual inspection. Ensure that a minimum, (and conditioningofthemix prior to testing) will not be required as part of 334-5.1.1.1, be (or already has been) resolved. Evaluate any material represented by the failing test result, ’smethods of placement and compaction will be based upon the completion of a 500 foot test section
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capable of sustaining a maximum design velocity of 6.5 ft/sec [2 m/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, test records shall be made available to the Department upon request. Leave the material in place, as determined from tests performed by Utah State University, Texas Transportation Institute
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The Engineer will take random samples of all material in accordance with the Department’s Sampling, Testing, by the Engineer. The Engineer will cConduct field testing in accordance with FM 5-541 and 5-579. Remove, . TheDepartmentreservestheright to test the markings within 3 days of receipt of the Contractor’s certification. Failure to afford the Department opportunity to test the markings 7100000.D01 710; 2710 items will result in non-payment. The test readings should be representative of the Contractor
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Providecertifiedtestresultsforeachbatchoffibermaterial indicating compliance with the above tests. 337-2.6.1.1 Notice, ) Providecertifiedtestresultsforeachbatchoffibermaterial indicating compliance with the above tests. 337-3 General Composition of Mixes. 337-3.1, anindividualQuality Control test result of a sublot for gradation (P -3/8 , P -4 , and P -8 ), or asphalt, . IntheeventthattwoconsecutiveindividualQuality Control test results for gradation (P -3/8 , P -4 , and P -8 ) or asphalt binder, test result in accordance with 334-9.4. 337-7 Acceptance of the Mixture At the Roadway. 337-7.1 FC-2
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Providecertifiedtestresultsforeachbatchoffibermaterial indicating compliance with the above tests. 337-2.6.1.1 Notice, ) Providecertifiedtestresultsforeachbatchoffibermaterial indicating compliance with the above tests. 337-3 General Composition of Mixes. 337-3.1, anindividualQuality Control test result of a sublot for gradation (P -3/8 , P -4 , and P -8 ), or asphalt, . IntheeventthattwoconsecutiveindividualQuality Control test results for gradation (P -3/8 , P -4 , and P -8 ) or asphalt binder, test result in accordance with 334-9.4. 337-7 Acceptance of the Mixture At the Roadway. 337-7.1 FC-2
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