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7010000.comm
Discussion—This test condition typically exists (1) after a rainfall has ended and the pavement markings, obtained with this test in conditions of wetness does not necessarily relate to how markings perform, of continuously wetting the marking during measurement with the retroreflectometer.” Testing of wet weather pavement marking systems should be tested in accordance with the most extreme condition, or by using one mile sections as referenced by FM 5-541(12-08) Part A- Project based Testing
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Discussion—This test condition typically exists (1) after a rainfall has ended and the pavement markings, obtained with this test in conditions of wetness does not necessarily relate to how markings perform, of continuously wetting the marking during measurement with the retroreflectometer.” Testing of wet weather pavement marking systems should be tested in accordance with the most extreme condition, or by using one mile sections as referenced by FM 5-541(12-08) Part A- Project based Testing
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) Table 334-8 Small Quantity Pay Table Pay Factor 1 Sublot Test Deviation 2 Sublot Test Average, 0.95 1.01-2.00 0.72-1.41 0.90 2.01-3.00 1.42-2.12 0.80 >3.00 >2.12 Notes: (1) Each density test, ). 334-8.2.2ThreeorMoreSublotTestResults:Whenthreeormore sublot test results are available for a LOT, the variability-unknown, a t i o n Σ ( x 2 ) =summation of squares of individual test values (Σx) 2 =summation of individual test values squared Q U =upperqualityindex USL =upperspecificationlimit (target value plus
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) Table 334-8 Small Quantity Pay Table Pay Factor 1 Sublot Test Deviation 2 Sublot Test Average, 0.95 1.01-2.00 0.72-1.41 0.90 2.01-3.00 1.42-2.12 0.80 >3.00 >2.12 Notes: (1) Each density test, ). 334-8.2.2ThreeorMoreSublotTestResults:Whenthreeormore sublot test results are available for a LOT, the variability-unknown, a t i o n Σ ( x 2 ) =summation of squares of individual test values (Σx) 2 =summation of individual test values squared Q U =upperqualityindex USL =upperspecificationlimit (target value plus
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3340000.pdf?sfvrsn=2df46d60_0SS3340000
) Table 334-8 Small Quantity Pay Table Pay Factor 1 Sublot Test Deviation 2 Sublot Test Average, 0.95 1.01-2.00 0.72-1.41 0.90 2.01-3.00 1.42-2.12 0.80 >3.00 >2.12 Notes: (1) Each density test, ). 334-8.2.2ThreeorMoreSublotTestResults:Whenthreeormore sublot test results are available for a LOT, the variability-unknown, a t i o n Σ ( x 2 ) =summation of squares of individual test values (Σx) 2 =summation of individual test values squared Q U =upperqualityindex USL =upperspecificationlimit (target value plus
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Pay Factor 1 Sublot Test Deviation 2 Sublot Test Average Deviation Notes: (1) Each density test, is 92.00 percent of G mm . 334-8.2.2ThreeorMoreSublotTestResults:Whenthreeormore sublot test, of individual test values (Σx) 2 =summation of individual test values squared Q U =upperqualityindex, (1)Calculate the arithmetic mean ( ) X of the test values: n x X ∑ = (2)Calculatethesample, is determined in either 334-8.2.1 or 334-8.2.2, depending on the number of sublot tests. Note
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/january-2010/workbook/ss3340000.pdf?sfvrsn=5c9fe212_04000401.FHWA
delay periods set forth in 400-17.1 and 400-17.3, test cylinders may be prepared and tested, that has water absorption of less than 2.6% when tested according to ASTM C272. Provide Submit a written, as that previously subjected to the tests specified in Section 975. In addition, submit, : 1.When the cylinder test results indicate the minimum 28 day compressive strength shown, 2.6% when tested according to ASTM C272. Submit a written certification from the manufacturer stating
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quality control testing and inspections required by Sections 346 and 400 for the precast component construction. Perform all Quality Control Testing using Construction Training and Qualification Program (CTQP) qualified testing personnel. Perform compressive strength testing in a laboratory inspected, color, pattern, and texture as shown in the Plans. 534-6 Test Wall. If directed by the Engineer, EeErect a test wall section not less than 50 feet in length before starting general wall construction
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segregation in their QC plan. The January 2012 version will require testing and removal and replacement when testing criteria are not met. 3. Perform miscellaneous clean up. Information source: 1, Sampling and Testing and post in the asphalt lab where they can be seen. Provide the following charts: 1, Jobs 4. Any other test result or material characteristic (as determined by the Contractor, will be increased until the proper conditions have been restored. 330-2.2 Minimum Process Control Testing
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polling and processing software. Any substitute software modules submitted must be tested and approved, the sensor. 695-3.2.2 Test Requirements: Perform the manufacturer’s recommended on-site pre-installation test to determine the sensor’s condition using an Inductive Capacitance Resistance meter. Install only those sensors that pass the pre-installation test. Record all test results by lane on the warranty form provided by the manufacturer and leave a copy in the cabinet. Repeat the test
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requirements as identified in the MUTCD. Rotational sensitivity shall be tested in accordance, 75% Questions and comments on this section include the following: • What test method is referenced, retroreflectivity in the finished sign and installation. The specific test and colorimeter for any, , details of test method and data treatment need to be clarified. Transmittance in the UV wavelength range, that could be influenced by other factors in the test and measurement technique, such as lamination
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the requirements of AASHTO M 303, Type 1. Provide certified test results for each shipment, No. 60 Sieve: 90 - 100 Percent passing No. 230 Sieve: 65 - 100 Provide certified test results for each batch of fiber material indicating compliance with the above tests. 337-2.7.2 Cellulose, % by weight (maximum) Provide certified test results for each batch of fiber material indicating compliance with the above tests. 337-3 General Composition of Mixes. 337-3.1 General: Use a bituminous
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the requirements of AASHTO M 303, Type 1. Provide certified test results for each shipment, No. 60 Sieve: 90 - 100 Percent passing No. 230 Sieve: 65 - 100 Provide certified test results for each batch of fiber material indicating compliance with the above tests. 337-2.7.2 Cellulose, % by weight (maximum) Provide certified test results for each batch of fiber material indicating compliance with the above tests. 337-3 General Composition of Mixes. 337-3.1 General: Use a bituminous
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the requirements of AASHTO M 303, Type 1. Provide certified test results for each shipment, No. 60 Sieve: 90 - 100 Percent passing No. 230 Sieve: 65 - 100 Provide certified test results for each batch of fiber material indicating compliance with the above tests. 337-2.7.2 Cellulose, % by weight (maximum) Provide certified test results for each batch of fiber material indicating compliance with the above tests. 337-3 General Composition of Mixes. 337-3.1 General: Use a bituminous
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the requirements of AASHTO M 303, Type 1. Provide certified test results for each shipment of hydrated, No. 60 Sieve: 90 - 100 Percent passing No. 230 Sieve: 65 - 100 Provide certified test results for each batch of fiber material indicating compliance with the above tests. 337-2.7.2 Cellulose Fibers, % by weight (maximum) Provide certified test results for each batch of fiber material indicating compliance with the above tests. 337-3 General Composition of Mixes. 337-3.1 General: Use a bituminous
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the requirements of AASHTO M 303, Type 1. Provide certified test results for each shipment of hydrated, No. 60 Sieve: 90 - 100 Percent passing No. 230 Sieve: 65 - 100 Provide certified test results for each batch of fiber material indicating compliance with the above tests. 337-2.7.2 Cellulose Fibers, % by weight (maximum) Provide certified test results for each batch of fiber material indicating compliance with the above tests. 337-3 General Composition of Mixes. 337-3.1 General: Use a bituminous
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by the failing test result shall be evaluated in accordance with 334-5.9.5. If two consecutive QC tests, to perform local field operational tests at device server field sites according to the test procedures, required density test results are documented on current forms provided by the department, that the correct proctor is used when density tests results are evaluated for material acceptance, ensuring that all sampling and testing requirements are met and enforcing the requirement that all
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required density test results are documented on current forms provided by the department, proctor is used when density tests results are evaluated for material acceptance, that all sampling and testing requirements are met and enforcing the requirement that all samples and test are taken randomly? Does the field test verify this? [Spec 120-10] 8. Does the CEI enforce, the requirement for multiple course base that density tests for the lower courses are taken and passed prior
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by the failing test result shall be evaluated in accordance with 334-5.9.5. If two consecutive QC tests, this. [Spec. 120-8] 3. Has the CEI enforced the requirement that all required density test results, an appropriate process to ensure that the correct proctor is used when density tests results, ? [Spec. 120-10, 120-7] 5. Is the CEI ensuring that all sampling and testing requirements are met and enforcing the requirement that all samples and test are taken randomly? Does the field test verify
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bearing test. Response: 2. The requirement for an absorption every week should be modified to be one, Response: 11. In 6.3.7.8.3, the absorption test is waived for precast reinforced concrete inlets, manholes, junction boxes, and endwalls. In 6.2.7.9.2, absorption tests are required for steel reinforced
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