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7110000SS
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
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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
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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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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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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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the deficiencies found as a result of the inspection and testing. Keep certified test reports for all materials, which will provide all information regarding the certification and testing of prestressing steel, FRP, for pretensioning is based on manufacturer’s certification and the Department’s verification tests. The sampling for verification testing will be performed by the Department at each precast plant, : Obtain and maintain for each LOT a certified mill analysis, physical property test report
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as a result of the inspection and testing. Keep certified test reports for all materials incorporated, will provide all information regarding the certification and testing of prestressing steel, FRP prestressing, for pretensioning is based on manufacturer’s certification and the Department’s verification tests. The sampling for verification testing will be performed by the Department at each precast plant, and maintain for each LOT a certified mill analysis, physical property test report and the manufacturer’s
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samples of the materials in accordance with the Department’s Sampling, Testing and Reporting Guide, , Testing and Reporting Guide schedule. 701-3 Equipment. Useequipmentcapableofprovidingcontinuous,uniform, to test the markings within 3 days of receipt of the Contractor’s certification, and glass spheres packages. Submit a certified test report to the Engineer indicating, in accordance with the Department’s Sampling, Testing and Reporting Guide schedule. 701-2.2 Glass
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Profiler address the issues of acceptance testing operation and calibration to assure the Laser Profiler is providing accurate results. Retesting will be done where the requirements of these test methods, address the issues of acceptance testing operation and calibration to assure the Laser Profiler is providing accurate results. Retesting will be done where the requirements of these test methods, and new FM on calibration of the Laser Profiler address the issues of acceptance testing operation
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in accordance with the Department’s Sampling, Testing and Reporting Guide schedule. 713-3, testing in accordance with FM 5-541 and FM 5-579. Remove and replace pavement stripes and markings, matches Federal Test Standard Number 595-color 33538, and meet the following criteria, appear on the material packages. Submit a certified test report to the Engineer indicating, Sampling, Testing and Reporting Guide schedule. 713-3 Equipment. Useequipmentthatismobile
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ideas are being tested? How can data verify or validate whether the ideas work? • If the project, Funding intended to test new services that could become a part of a system’s day-to-day operations, and objectives of project or what is being tested. Project scope should be specific and to the point
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testing of the pipe. If directed by the Engineer, test pipe using a mandrel. The mandrel shall, as the means of further testing, the mandrel’s diameter, length, and other requirements shall conform, for the type of pipe installed, at no cost to the Department. Should the deflection test prove that the pipe met specifications, the Department will bear the cost of the deflection testing, deflection of the certified actual mean diameter of the pipe being tested. The mandrel shall
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,laserprofiledpipethatindicatesdeflectionthatappearstobe inexcessofthatallowedbySpecification,theEngineermay require further testing of the pipe. If directed by the Engineer, test pipe using a mandrel. The mandrel shall be pulled by hand, testing, the mandrel’s diameter, length, and other requirements shall conform to 430-4.8.2. Remove, installed, at no cost to the Department. Should the deflection test prove that the pipe met specifications, the Department will bear the cost of the deflection testing. TheEngineermay waive
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inspect for deflection. The Engineer may require further testing of the pipe as a result of the inspection. If so directed by the Engineer, test pipe 36 inches [900 mm] and less in diameter using, by the Engineer. If use of a mandrel is selected as the means of further testing, the mandrels diameter, the deflection test prove that the pipe met specifications, the Department will bear the cost of the deflection testing. 430-4.8.1 V i d e o T a p i n g : P r o v i d e a h i g h q u a l i t y V H S f o
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,laserprofiledpipethatindicatesdeflectionthatappearstobe inexcessofthatallowedbySpecification,theEngineermay require further testing of the pipe. If directed by the Engineer, test pipe using a mandrel. The mandrel shall be pulled by hand and be approved by the Engineer prior to use. If use of a mandrel is selected as the means of further testing, installed, at no cost to the Department. Should the deflection test prove that the pipe met specifications, the Department will bear the cost of the deflection testing. TheEngineermay waive
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inexcessofthatallowedbySpecification,theEngineermay require further testing of the pipe. If directed by the Engineer, test pipe, . If use of a mandrel is selected as the means of testing, the mandrel’s diameter, le Re,replace, , at no cost to the Department. Should the deflection test prove that the pipe met specifications, the Department will bear the cost of the deflection testing. TheEngineermay waive this requirement, deflection of the certified actual mean diameter of the pipe being tested. The mandrel shall
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require further testing of the pipe. If directed by the Engineer, test pipe using a mandrel, is selected as the means of further testing, the mandrel’s diameter, length, and other requirements shall, requirements for the type of pipe installed, at no cost to the Department. Should the deflection test prove that the pipe met specifications, the Department will bear the cost of the deflection testing, the allowed percent deflection of the certified actual mean diameter of the pipe being tested. The mandrel
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inexcessofthatallowedbySpecification,theEngineermay require further testing of the pipe. If directed by the Engineer, test pipe, . If use of a mandrel is selected as the means of testing, the mandrel’s diameter, le Re,replace, , at no cost to the Department. Should the deflection test prove that the pipe met specifications, the Department will bear the cost of the deflection testing. TheEngineermay waive this requirement, deflection of the certified actual mean diameter of the pipe being tested. The mandrel shall
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