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4500000.d01.fhwa
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul08/files/4500000.d01.fhwa.pdf?sfvrsn=2712ab43_02020_Enhanced Hydroplaning Prediction Tool
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/pavement/research/reports/fcpe/2020_enhanced-hydroplaning-prediction-tool.pdf?sfvrsn=40decd56_19900000.D01.impl
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/programmanagement/implemented/workbooks/history/jan09/files/9900000.d01.impl.pdf?sfvrsn=ad3774a5_0SS9900000
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss9900000.pdf?sfvrsn=31bcda95_0SS9900000
: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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9900000.pdf?sfvrsn=5c9b25dc_0SS9900000
: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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss99000007a170e48f2b344159f0fa3429a76cffb.pdf?sfvrsn=a5347384_01-11DBBoilerplate-2-7-11
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2010/july-2010/design-build/7-10designbuildboilerplate.pdf?sfvrsn=dc2ec8fc_01-09DesignBuildBoilerplate
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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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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d2870000.do.pdf?sfvrsn=17b2fdc8_0D2870000.do
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
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d2870000.do7dba2769de9444eda945652c582efed0.pdf?sfvrsn=40e6640a_09700000.FHWA2
testing showing the product meets the requirements of this section and 990. The Department will test, 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 990. The Department will test all, to cracking, and thermal cycling, as modified herein. Test method FM 5-566 will be used, of the adhesive shall be determined in accordance with the test methods listed in ASTM D4280
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/fhwa/9700000.fhwa2.pdf?sfvrsn=dbecdf80_03370000ind
test results for each shipment of hydrated lime indicating compliance with the specifications, 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: Use cellulose fibers meeting the following, fiber weight) 6.Moisture Content: 5.0% by weight (maximum) Provide certified test results for each batch of fiber material indicating compliance with the above tests. 337-3 General Composition
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/industry/3370000ind.pdf?sfvrsn=da672b0c_19900000.D01.FHWA
tensile strength of 40 psi when tested according to ASTM D 638. A rectangular test specimen 6 by 1, elongation of 25% when tested in accordance with ASTM D 638. 990-45.8 Plastic Pull test: The stripes, will be randomly tested as follows:selected for a test. Position t h e marker b a s e d o w n b e t w e e n t, 9, Type VI.; excluding 0.1 degree. Provide three certified copies of test reports and certification, time shall be accomplished in a maximum of three hours. 990-3.4.2 Battery Life Test: Meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/9900000.d01.fhwa.pdf?sfvrsn=eee0ca92_09900000.D01.fhwa
tensile strength of 40 psi when tested according to ASTM D 638. A rectangular test specimen 6 by 1, elongation of 25% when tested in accordance with ASTM D 638. 990-45.8 Plastic Pull test: The stripes, will be randomly tested as follows:selected for a test. Position t h e marker b a s e d o w n b e t w e e n t, 9, Type VI.; excluding 0.1 degree. Provide three certified copies of test reports and certification, time shall be accomplished in a maximum of three hours. 990-3.4.2 Battery Life Test: Meet
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/9900000.d01.fhwa9a776bd9157f46bbbb021ce602610895.pdf?sfvrsn=ce59cc59_0LAP344
. 344-3.9 Sampling and Testing: 344-3.9.1 Category 1: The Engineer may sample and test, mill test reports). 4. A copy of the scale company or testing agency report showing the signature, is 2,500 psi. 344-3.9.2: Category 2: No sampling and testing is required by the Engineer, its plastic properties and to make three 4 x 8 inch cylinders for testing by the Engineer at 28 days, of test. 7. Manufacturer’s mixer information. 8. Certification documents for admixture weighing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/lap/lap344.docx?sfvrsn=95bd7fb3_1LAP3440000
. 344-3.9 Sampling and Testing: 344-3.9.1 Category 1: The Engineer may sample and test, mill test reports). 4. A copy of the scale company or testing agency report showing the signature, is 2,500 psi. 344-3.9.2: Category 2: No sampling and testing is required by the Engineer, its plastic properties and to make three 4 x 8 inch cylinders for testing by the Engineer at 28 days, of test. 7. Manufacturer’s mixer information. 8. Certification documents for admixture weighing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/lap/lap3440000.docx?sfvrsn=1c8c8ff3_6