9274 search results for test
3360000.origind
: rt820tm/rt824gp Problem statement: Modified336relatedtoequipment requirements, testing, , testing and certification requirements. Pleasesharethisproposalwithotherswithinyourresponsibility.Review, Testing and Certification Requirements. 336-5.1 Blending at Project Site: Monitor the ground tire, ), ground tire rubber quantity in pounds, and viscosity results. 336-5.4 Testing of Asphalt Rubber Binder: 336-5.4.1 Quality Control Requirements: Test the asphalt rubber binder for the viscosity
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252) is deleted and the following substituted: 334-4.3.2 Roadway Testing Requirements: For density, of placement at random locations as directed by the Engineer within each sublot. Test these Quality, will be based on the Quality Control test result for the sublot. Oncoarsemixeswhenthe average density, authorized by the Engineer based upon the Quality Control test results for the Initial Production LOT, as defined in 334-8. 2.Afavorablecomparison with the Verification test results. Comparisons between
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, Testing and Reporting Guide schedule.Use materials meeting the requirements of 971-1 and 971-17, thermoplastic material in accordance with the Department’s Sampling, Testing and Reporting Guide schedule, Sampling, Testing and Reporting Guide schedule. 711-2.3 Sand: Use materials meeting the requirements, . The Engineer will conduct field tests in accordance with FM 5-541. Remove and replace traffic, or other means approved by the Engineer. TheEngineerwillconduct field tests in accordance with FM
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to test anywhere they choose and they did require the additional RSE testing. The test results further, epoxy header expansion joints. The Department of Transportation required smoothness testing, was required in some areas on the approaches to the bridges due to smoothness test results not meeting, Straightedge test results. The costs involved in reworking these areas were excessive and we, Tampa, ” tolerance by the same amount as the original test results deviated in some areas), it became
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keeping all the deficiencies found as a result of the inspection and testing. Keep certified test, is maintained in each plant which will provide all information regarding the certification and testing, . 450-2.56 Quality Assurance Inspection and Testing: The Engineer will perform periodic inspections, sampling, and testing to ensure of the quality and acceptability of the materials, methods, direction. 450-4 Material Acceptance and Testing. 450-4.1 Concrete: Perform the QC sampling
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as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Furnish Submit to the Engineer, two, for product identification. The manufacturers test records shall be made available to the Department upon, a maximum design velocity of 6.5 ft/sec as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department
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and the Department’s verification tests. The sampling for verification testing will be performed, the verification and Independent Assurance inspection and testing are performed by the Engineer to ensure, information regarding the certification and/or testing of prestressing steel, reinforcing steel, concrete, in the record keeping the deficiencies found as a result of the inspection and testing. Keep certified test reports for all materials incorporated into the production of precast prestressed concrete
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and the Department’s verification tests. The sampling for verification testing will be performed, the verification and Independent Assurance inspection and testing are performed by the Engineer to ensure, information regarding the certification and/or testing of prestressing steel, reinforcing steel, concrete, in the record keeping the deficiencies found as a result of the inspection and testing. Keep certified test reports for all materials incorporated into the production of precast prestressed concrete
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permeability test which was originally developed for permeability testing of soils. For a one, .................................. 26 5.1. Test Sections, ................................................................................ 29 Figure 8. Schematics of falling-head permeability test, ............................................................................ 19 Table 6. Rigid pavement and bridge deck test sections ................................................................ 26 Table 7. Dense-graded asphalt surface test sections
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shall have a minimum tensile strength of 40 psi when tested according to ASTM D 638. A rectangular test specimen 6 by 1 by 0.05 inch minimum thickness shall be tested at a temperature range of 40, ) when tested according to ASTM E 303. Bike lane symbols and pedestrian crosswalks shall provide, a n d markings shall have a minimum elongation of 25% when tested in accordance with ASTM D 638, five minutes at a temperature range of 70 to 80ºF. Rectangular test specimen size shall be 6 by 1
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a minimum tensile strength of 40 psi when tested according to ASTM D 638. A rectangular test specimen 6 0.05 inch minimum thickness shall be tested at a temperature range of 40 to 80ºF using a jaw, resistance value of 35 BPN (British Pendulum Number) when tested according to STM E 303. Bike lane A re, a minimum elongation of 25% when tested in accordance with ASTM D 638. 990-4.8PlasticPulltest, of 70 to 80ºF. Rectangular test specimen size shall be 6 by 1 by 0.05 inch minimum thickness
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:Thestripesandmarkings shall have a minimum tensile strength of 40 psi when tested according to ASTM D 638. A rectangular test specimen 6 by 1 by 0.05 inch minimum thickness shall be tested at a temperature range of 40, ) when tested according to ASTM E 303. Bike lane symbols and pedestrian crosswalks shall provide, a n d markings shall have a minimum elongation of 25% when tested in accordance with ASTM D 638, five minutes at a temperature range of 70 to 80ºF. Rectangular test specimen size shall be 6 by 1
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:Thestripesandmarkings shall have a minimum tensile strength of 40 psi when tested according to ASTM D 638. A rectangular test specimen 6 by 1 by 0.05 inch minimum thickness shall be tested at a temperature range of 40, ) when tested according to ASTM E 303. Bike lane symbols and pedestrian crosswalks shall provide, a n d markings shall have a minimum elongation of 25% when tested in accordance with ASTM D 638, five minutes at a temperature range of 70 to 80ºF. Rectangular test specimen size shall be 6 by 1
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for Testing and Materials AWG American Wire G a u g e A W P A American Wood Preservers Association AWS, or letter designation, or combination of numbers and letters, designates a specification, test, ,specifications,testmethods, or other codes as specified in the current edition at the time, with samples that may be subjected to the tests provided for in these Specifications to determine
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Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials, , or combination of numbers and letters, designates a specification, test method, or other code, ,testmethods, or other codes as specified in the current edition at the time of the bid opening. 1-3, of the work, together with samples that may be subjected to the tests provided for in these Specifications
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for Testing and Materials AWG American Wire G a u g e A W P A American Wood Preservers Association AWS, or letter designation, or combination of numbers and letters, designates a specification, test, ,specifications,testmethods, or other codes as specified in the current edition at the time, in the construction of the work, together with samples that may be subjected to the tests provided
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Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing, designation, or combination of numbers and letters, designates a specification, test method, or other code, ,testmethods, or other codes as specified in the current edition at the time of the bid opening. 1-3, in the construction of the work, together with samples that may be subjected to the tests provided
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by Karen Byram of the State Product Evaluation Office to replace FM 5-566 with NTPEP testing. Please, of their product must submit an application in accordance with Section 6 and include independent testing showing the product meets the requirements of this Section and Section 990. The Department will test all RPMs in accordance with FM 5-566.along with performance test reports from the National, with the test methods listed in ASTM D4280. 970-5 Product Acceptance on the Project. Acceptance
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the specified asphalt content during production of the mix, within the specified ranges, after testing, . 2.TestinginaccordancewithAASHTOTP4-00andFM1-T209(andconditioningof themix prior to testing) will not be required as part of 334-4.1, ± 12.00 (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, Control test results for gradation (P - 1/2 if #57 stone is used and P -3/8 if #67 stone is used
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the specified asphalt content during production of the mix, within the specified ranges, after testing, . 2.TestinginaccordancewithAASHTOTP4-00andFM1-T209(andconditioningof themix prior to testing) will not be required as part of 334-4.1, ± 12.00 (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, Control test results for gradation (P - 1/2 if #57 stone is used and P -3/8 if #67 stone is used
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