9037 search results for test
1040600.D01.IMP2
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 reports showing that the erosion control blankets meet the requirements, . The manufacturers test records shall be made available to the Department upon request. Leave the material
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/1040600.d01.imp2.pdf?sfvrsn=2daafff1_01040005SS
] 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 reports showing that the erosion control blankets meet the requirements, identification. The manufacturers test records shall be made available to the Department upon request. Leave
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/1040005ss.pdf?sfvrsn=edc1c2cb_01040005SS
] 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 reports showing that the erosion control blankets meet the requirements, identification. The manufacturers test records shall be made available to the Department upon request. Leave
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/1040005ssae1a5e39f4014a63af45d71783b246a3.pdf?sfvrsn=d48dd023_03370000.impl
Providecertifiedtestresultsforeachbatchoffibermaterial indicating compliance with the above tests. 337-2.6.2 Cellulose, with the above tests. 337-3 General Composition of Mixes. 337-3.1 General: Use a bituminous mixture, prior to testing) will not be required as part of 334-5.1.1.1, . No density testing will be required for these mixtures. Table 337-2 FC-5 Master Production Range, size of n = 1 from the verified mix design 337-6.2.1.1 Individual Test Tolerances for FC-5 Production
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/3370000.impl.pdf?sfvrsn=e0cbc992_0SS3370000
Providecertifiedtestresultsforeachbatchoffibermaterial indicating compliance with the above tests. 337-2.6.2 Cellulose, with the above tests. 337-3 General Composition of Mixes. 337-3.1 General: Use a bituminous mixture, prior to testing) will not be required as part of 334-5.1.1.1, . No density testing will be required for these mixtures. Table 337-2 FC-5 Master Production Range, size of n = 1 from the verified mix design 337-6.2.1.1 Individual Test Tolerances for FC-5 Production
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss3370000.pdf?sfvrsn=e779fc40_0SS3370000
Providecertifiedtestresultsforeachbatchoffibermaterial indicating compliance with the above tests. 337-2.6.2 Cellulose, with the above tests. 337-3 General Composition of Mixes. 337-3.1 General: Use a bituminous mixture, prior to testing) will not be required as part of 334-5.1.1.1, . No density testing will be required for these mixtures. Table 337-2 FC-5 Master Production Range, size of n = 1 from the verified mix design 337-6.2.1.1 Individual Test Tolerances for FC-5 Production
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss33700005e1b9f9fe8b449ff82cc8d041097719a.pdf?sfvrsn=be08c021_04000507.impl
tested according to ASTM D3895. Perform additional OIT tests on samples taken from the finished product, verification and testing at no expense to the Department and to the satisfaction of the Engineer, than 2.6% when tested according to ASTM C272. Provide a written certification from the manufacturer
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/4000507.impl.pdf?sfvrsn=17a33ab7_04000507.impl
verification and testing at no expense to the Department and to the satisfaction of the Engineer, Induction Time (OIT) of 60 to 75 minutes at 170 °C in air when tested according to ASTM D3895. Perform additional OIT tests on samples taken from the finished product (polymer sheeting applied to forms, that has water absorption of less than 2.6% when tested according to ASTM C272. Provide a written
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/4000507.impl.pdf?sfvrsn=c9d7c899_005_Pavement_Design_and_Construction_Redlines
. The results of relevant experience and testing (i.e., tests conducted by the FDOT's Materials Office) should, be monitored by continuous field testing during construction. Changes to the design mix or construction
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/05_pavement_design_and_construction_redlines.pdf?sfvrsn=d0075951_505_Pavement_Design_and_Construction_Rulemaking
experience and testing (i.e., tests conducted by the FDOT's Materials Office ) should be used, by continuous field testing during construction. Changes to the design mix or construction procedures must
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system to provide assurance to the Department and Industry that the test results are accurate. 3, density test result is the average of five cores. The target density for coarse mixes is 94.50 percent, ) 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/jul07/files/3340000.origind.pdf?sfvrsn=67a648f5_09710403.FHWA
by. Chester Henson of the State Roadway Design Office to change test methods from Federal to ASTM methods, meet the following criteria: Property Test Method Minimum Maximum Density ASTM D 1475 13.5 ± 0.37, set to bear traffic in not more than two minutes. 971-4.3.2 Abrasion Resistance: Test four samples, the following criteria: Property Test Method Minimum Maximum Adhesion to Concrete ASTM D 4541, ASTM D, minutes. 971-8.3.2 Abrasion Resistance: Test four samples per LOT using a Taber Abrader
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/9710403.fhwa.pdf?sfvrsn=8f854312_09710403.fhwa
by. Chester Henson of the State Roadway Design Office to change test methods from Federal to ASTM methods, meet the following criteria: Property Test Method Minimum Maximum Density ASTM D 1475 13.5 ± 0.37, set to bear traffic in not more than two minutes. 971-4.3.2 Abrasion Resistance: Test four samples, the following criteria: Property Test Method Minimum Maximum Adhesion to Concrete ASTM D 4541, ASTM D, minutes. 971-8.3.2 Abrasion Resistance: Test four samples per LOT using a Taber Abrader
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/9710403.fhwa0b63244aa1ee45fca574408e8f97c6ec.pdf?sfvrsn=8b37df2_03340104.resp
will now be determined by delineation testing results. If all delineation testing results are acceptable, of 100' of material had to be removed if a plant sample test result was unacceptable (for AC content for example), even if the delineation cores corresponding to that area showed acceptable test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul12/files/3340104.resp.pdf?sfvrsn=13fc61a7_03200201.FHWA
and Testing and make available upon demand. Provide the following charts: a. All components used, and maximum specific gravity (G mm ) of RAP; d. Any other test result or material characteristic, and Testing and make available upon demand. Provide the following charts: a. All components used, specific gravity (G mm ) of RAP; d. Any other test result or material characteristic (as determined
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul13/files/3200201.fhwa.pdf?sfvrsn=20482edc_0SS0060103-722
by the manufacturer of the product. Required test reports must be conducted by an independent laboratory or other independent testing facility. Required drawings and calculations must be signed, , or Standard Plans requirements. A product sample and additional product testing and documentation may be required for the modification evaluation. Any marked variations from original test values, failure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/workbook/ss0060103-722.pdf?sfvrsn=238b321_49900100.origind
FHWA directives. Manufacturers seeking evaluation must submit certified test reports showing that their product meets all test requirements set forth by NCHRP 350 or the MASH. Manufacturers seeking, treatment details 2. Installation manuals 3. Crash testing reports 4. All relevant FHWA Eligibility, . Transition details e. List of all components 2. Installation manuals 3. Crash testing reports 4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/internal/9900100.origind.pdf?sfvrsn=44c97cd6_09620600.FHWA2
and testing of the DTI device and will cover the remaining gap. Otherwise, coat the DTI device in accordance, used in the fastener assembly by the same zinc process, and submit a test report on the zinc coating, bolts if the finish coat of paint is applied after installation and testing of the DTI device, by the same zinc process, and submit a test report on the zinc coating thickness. 4. For anchor rods
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/9620600.fhwa2.pdf?sfvrsn=5fd45c4_09620600.FHWA
if the finish coat of paint is applied after installation and testing of the DTI device and will cover, zinc process, and submit a test report on the zinc coating thickness. 9650600 All Jobs 4. For anchor, and testing of the DTI device and will cover the remaining gap. Otherwise, coat the DTI device in accordance, in the fastener assembly by the same zinc process, and submit a test report on the zinc coating thickness. 4
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have an organic matter content of 5 to 10% using the loss on ignition (LOI) test in accordance with FM 1-T267 from a soil testing laboratory approved in accordance with 105-7. Soil must, must have an organic matter content of 5 to 10% using the loss on ignition (LOI) test in accordance with FM 1-T267 from a soil testing laboratory approved in accordance with 105-7. Soil must be free
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