9037 search results for test
9621000.impl
actual values from required tests. Check the Certified Mill Analysis against the appropriate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/9621000.impl.pdf?sfvrsn=509ac01a_06110202.FHWA
with 5-11, only after satisfactory completion of all field tests of completed installations, completion of all field tests in accordance with 611-4, and as a condition precedent to final, of all field tests of completed installations in accordance with the requirements of 611-4, of all field tests in accordance with 611-4, repair or replace any defective components or work
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/6110202.fhwa.pdf?sfvrsn=26e5dac5_09700000-122resp
not discourage innovation as the Department tests innovative products on a regular basis. ******************************************************************************
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/comments-responses/9700000-122resp.pdf?sfvrsn=956ade15_2D2830004.do
special equipment which will provide the density requirements specified herein. 283-4.4 Density Tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d2830004.do.pdf?sfvrsn=1773ea9c_0D2830004.do
special equipment which will provide the density requirements specified herein. 283-4.4 Density Tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d2830004.do665c95f522bd4b188820f924dd088f3e.pdf?sfvrsn=20a38b16_02880302.impl
data, either from Department acceptance tests or independently verifiable commercial mixes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/2880302.impl.pdf?sfvrsn=d4271371_04551508.comm
4551508 STRUCTURES FOUNDATIONS. COMMENTS FROM INTERNAL/INDUSTRY REVIEW Art Berger/Calvin Johnson 850-414-5287 Calvin.johnson@dot.state.fl.us Comment: (12-4-13) The highlighted “or” is not needed. requirements, outlined in the tables in 455-15.8.1, except as follows: TheEngineer will not require tests for pH, or viscosity, or require the fluid to meet the minimum density specified in 455-15.8.1 when slurry has not been introduced into the shaft excavation. When u s i n g p o l y
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/comments-responses/4551508.comm.pdf?sfvrsn=bc4847dc_06110202.impl
611 ACCEPTANCEPROCEDURESFORTRAFFICCONTROLSIGNALSAND DEVICES. (REV5-14-13)(FA8-7-13)(1-14) ARTICLE611-2.2(Page773)isdeletedandthe following substituted: 611-2.2 Final Acceptance: The Engineer will make inspection for final acceptance of traffic control signal and device installations as part of all work under the Contract in accordance with 5-11, only after satisfactory completion of all field tests of completed installations and on the basis of a comprehensive final field inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/6110202.impl.pdf?sfvrsn=3ec38929_09020600.impl
. The aggregate must be suitable for designated use, as determined by laboratory tests. If the deposit
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/9020600.impl.pdf?sfvrsn=661c277a_05340000.FHWA
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/5340000.fhwa.pdf?sfvrsn=b2203209_03340000.impl
) 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/programmanagement/implemented/workbooks/history/jan09/files/3340000.impl.pdf?sfvrsn=93d245e6_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
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss33400006ef6958e5529425581dbeb7e338ae8b2.pdf?sfvrsn=820d0f43_0SS3340000
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_03300000.origind
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/3300000.origind.pdf?sfvrsn=855e077c_06950000-122origind
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/internal/6950000-122origind.pdf?sfvrsn=42fa5118_25340000.origind
for performance of all quality control testing and inspections required by Sections 346 and 400 for the precast component construction. Perform all Quality Control Testing using CTQP qualified testing personnel. Perform compressive strength testing in a laboratory inspected by CCRL or CMEC, with all, must submit an application in accordance with Section 6, independently certified test reports, . L.Providetheconcretewall(Precast or Cast-in-Place) with a uniform color, pattern, and texture. 534-8 Test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/5340000.origind.pdf?sfvrsn=188f8423_05340000.origind
responsibility for performance of all 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 by the Cement and Concrete Reference Laboratory (CCRL, , independently certified test reports, and written certification that the product meets the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/5340000.origind.pdf?sfvrsn=b1c3b698_03370000.impl
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3370000.impl.pdf?sfvrsn=934274de_0SS3370000
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/ss3370000.pdf?sfvrsn=fd26004_0