9204 search results for test
3470204.origind
an additional moisture test approximately half way through the batching operations and aAdjust batch, : 1.Approvedconcretemix designs. 2.Materials source (delivery tickets, certifications, certified mill test reports). 31. A copy of the scale company or testing agency report showing the observed deviations
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and detailed by the applicable Specifications and Design Standards. All required test reports must be conducted by an independent laboratory or other independent testing facility. All required drawings, original test values for a product, failure to notify the Department of any modifications
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must submit an application in accordance with Section 6 and include independent testing showing the product meets the requirements of this section and 990. The Department will test all raised, , and thermal cycling, as modified herein. Test method FM 5-566 will be used to evaluate marker
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retroreflectivity requirements and testing. Please share this proposal with others within your, . The material shall be free from all skins, dirt and foreign objects. 971-10.2 Composition: Component Test, : 9710702 All Jobs Property Test Method Minimum Maximum Water Absorption ASTM D570 - 0.5% Softening
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/9710701.origind.pdf?sfvrsn=ac7fb1e0_09710701.FHWA
which will require continuous wet weather pavement marking retroreflectivity requirements and testing, Composition: Component Test Method White Yellow Binder 20.0% minimum 20.0% minimum TiO 2 ASTM, the following criteria: 9710701 All Jobs Property Test Method Minimum Maximum Water Absorption
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in accordance with the Department’s Sampling, Testing and Reporting Guide schedule. 702-2.2 Retroreflective, reserves the right to test the markings within 3 days of receipt of the Contractor’s certification. The test readings should be representative of the Contractor’s striping performance, on the thermoplastic materials and reflective elements packages. Submit a certified test report to the Engineer, with the Department’s Sampling, Testing and Reporting Guide schedule. 702-2.2 Retroreflective Elements: Use
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for the test as a heavier load exceeds the capability of the testing instrument. The sample, for the test as a heavier load exceeds the capability of the testing instrument. The sample, Elements. Under Test Method, it still makes reference to AASHTO T250. The method only references, materials do not meet. This test method needs to be removed for Reflective Elements, for an asphalt roadway in the summer and is a more referenced conditioning temperature for this test
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for the test as a heavier load exceeds the capability of the testing instrument. The sample, for the test as a heavier load exceeds the capability of the testing instrument. The sample, Elements. Under Test Method, it still makes reference to AASHTO T250. The method only references, materials do not meet. This test method needs to be removed for Reflective Elements, for an asphalt roadway in the summer and is a more referenced conditioning temperature for this test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jul10/files/9710900.resp.pdf?sfvrsn=81dd230c_02870000.origind
i d e c ertified test results for each shipment of hydrated lime indicating compliance, the specified asphalt content during production of the mix, within the specified ranges, after testing, accordance with AASHTO TP4-00 and FM 1-T 209 (and conditioning of the mix prior to testing, (1)Tolerances for sample size of n = 1 from the verified mix design 287-5.1 Individual Test Tolerances for ATPB Production: In the event that an individual Quality Control test result of a sublot
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cost to the Department. TheDepartment reserves the right to test the markings within 3 days of receipt of the Contractor’s certification. Failure to afford the Department opportunity to test the markings will result in non-payment. The test readings should be representative of the Contractor’s, to the Department. TheDepartment reserves the right to test the markings within 3 days of receipt of the Contractor’s certification. Failure to afford the Department opportunity to test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan08/files/7100400.fhwa.pdf?sfvrsn=d109fe3e_09710400.FHWA
Test Method Criteria Total Solids, by weight ASTM D 2369 75% minimum Pigments, by weight ASTM D, criteria: Property Test Method Minimum Maximum Density ASTM D 1475 13.5 ± 1.4 lb/gal N, to bear traffic in not more than ten minutes. 971-4.3.2 Abrasion Resistance: Test four samples per, Composition: Component Test Method Criteria Total Solids, by weight ASTM D 2369 75% minimum Pigments, meet the following criteria: Property Test Method Minimum Maximum Density ASTM D 1475 13.5 ± 1.4 lb
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/9710400.fhwa.pdf?sfvrsn=af58fb5d_0SS9710303
the following criteria: Property Test M e t h o d M i n i mum Maximum Density ASTMD1475 13.5±1.4lb/gal, in not more than two minutes. 971-3.3.2 Abrasion Resistance: Test four samples per LOT using a Taber, : 971-4.3 Physical Requirements: The material shall meet the following criteria: Property Test M e, . 971-4.3.2 Abrasion Resistance: Test four samples per LOT using a Taber Abrader. The paint shall be applied, Requirements: The material shall meet the following criteria: Property Test M e t h o d M i n i mum M a x i
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Composition: Component Test M e t h o d Criteria TotalSolids,byweight ASTMD236975%minimum Pigments, criteria: Property Test M e t h o d M i n i mum Maximum Density ASTMD1475 13.5±1.40.37lb/galN, than tentwo minutes. 9710400.D01 MaintenanceAll Projects Only 971-4.3.2 Abrasion Resistance: Test, Composition: Component Test M e t h o d Criteria TotalSolids,byweight ASTMD236975%minimum, the following criteria: Property Test M e t h o d M i n i mum Maximum Density ASTMD1475 13.5
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. Grout all cells that contain horizontal or vertical reinforcing bars. 534-6 Test Wall. Erect a test wall section not less than 50 feet in length before starting general wall construction at the project site. The Engineer will use the erection of the test wall to verify the Contractor’s, Documents. Build the test wall at a permanent wall location, as agreed to by the Engineer. If the test, . Include the cost of the test wall in the cost of the wall. 534-7 Repairs or Rejection
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Requirements: The material shall meet the following criteria: Property Test M e t h o d M i n i mum, shall set to bear traffic in not more than two minutes. 971-3.3.2 Abrasion Resistance: Test four, Test M e t h o d M i n i mum Maximum Density ASTMD1475 13.5±0.37lb/gal N/A Viscosityat77ºF, minutes. 971-4.3.2 Abrasion Resistance: Test four samples per LOT using a Taber Abrader. The paint, criteria: Property Test M e t h o d M i n i mum M a x i mum Adhesion to Concrete ASTM D 4541, ASTM D
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splices in concrete piling, steel piling and test piling, which are made for the purpose of obtaining greater lengths than originally authorized by the Engineer, or to incorporate test piling in the finished structure, or for further driving of test piling, will be paid for as described, substituted: 455-11.8Pile Splices: Authorized splices in concrete piling, steel piling and test piling, which, , or to incorporate test piling in the finished structure, or for further driving of test piling
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the physical properties stated in Table 2 as determined by the specified test methods. Table 2 - Physical Properties of Repair Materials for Vertical Surfaces* Requirement Test Method High Performance, environments ** Make and cure the test specimens in accordance with ASTM C157, except omit, the physical properties stated in Table 4 as determined by the specified standard test methods, of Special Fillers Requirement Test Method Cathodic Protection Non- Cathodic Protection Minimum
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analysis. The test results shall certifying that the test results meet the specification limits, shall be based on the manufacturer’s certified mill analysis certifying that the test results meet 9310101.D01 All Jobs the test results meet the specification limits of the ASTM designation, certifying that the test results meet the specification limits of the ASTM designation for the particular, that the test results meet the specification limits of the ASTM designation for the particular sizes
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the following criteria: Property Test Method Minimum Maximum Density ASTM D 1475 13.5 ± 1.4 lb/gal, to bear traffic in not more than two minutes. 971-3.3.2 Abrasion Resistance: Test four samples per, criteria: Property Test Method Minimum Maximum Density ASTM D 1475 13.5 ± 0.37 lb/gal N/A Consistency, traffic in not more than two minutes. 971-4.3.2 Abrasion Resistance: Test four samples per LOT using, : Property Test Method Minimum Maximum Dry Opacity * Fed Std 141a Method 4121 0.96 - Bleed Ratio Fed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss9710303.pdf?sfvrsn=7d9f0acb_0SS9710303
the following criteria: Property Test Method Minimum Maximum Density ASTM D 1475 13.5 ± 1.4 lb/gal, to bear traffic in not more than two minutes. 971-3.3.2 Abrasion Resistance: Test four samples per, criteria: Property Test Method Minimum Maximum Density ASTM D 1475 13.5 ± 0.37 lb/gal N/A Consistency, traffic in not more than two minutes. 971-4.3.2 Abrasion Resistance: Test four samples per LOT using, : Property Test Method Minimum Maximum Dry Opacity * Fed Std 141a Method 4121 0.96 - Bleed Ratio Fed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss9710303bda12dabf9d048f9a6bfcdca8de759ae.pdf?sfvrsn=9eed579a_0