9204 search results for test

1040005SS

] 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_0

ERS PMU_012026

System Create samples, enter test results Data Entry for each company Company Return samples, Sample Analysis This is a detailed report of the laboratory samples including test results, comparison, This report summarizes the FM 1-t 238 tests for a project, logbook, date range or station range. 7. ERS, This report identifies testing technicians being flagged as unqualified on ERS samples. B. Sample Tab

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/ers/ers-pmu_012026.pdf?sfvrsn=b6b12e03_1

3370000.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_0

SS3370000

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_0

SS3370000

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_0

05_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_5

05_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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/05_pavement_design_and_construction_rulemaking.pdf?sfvrsn=7cb84d91_1

3340000.origind

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_0

9710403.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_0

9710403.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_0

3340104.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_0

3200201.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_0

SS0060103-722

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_4

9900100.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_0

9620600.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_0

9620600.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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/9620600.fhwa.pdf?sfvrsn=b045500a_0

9870000.FHWA

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

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/9870000.fhwa.pdf?sfvrsn=5af24529_0

0060103-2.origind

process requirements, Aall required test reports must be conducted by an independent laboratory or other independent testing facility. A and all required drawings and calculations must be signed, and/or additional product testing may be required for rethe modification- evaluation. The Department will consider aAny marked variations from original test values for a product, failure to notify

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/0060103-2.origind.pdf?sfvrsn=8d936abc_0

5440000.FHWA

approval must submit and meet all crash testing requirements of the National Cooperative Highway, January 1, 2011 shall must meet all the crash test requirements of MASH-09. 544-3 Construction, must submit and meet all crash testing requirements of the National Cooperative Highway Research, , 2011 must meet the crash test requirements of MASH-09. 544-3 Installation

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/5440000.fhwa.pdf?sfvrsn=d0257387_0

SS0060103-722redln

by a legally responsible person employed by the manufacturer of the product. Required test reports must be conducted by an independent laboratory or other independent testing facility. and rRequired, , 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/mandatory/ss0060103-722redln.pdf?sfvrsn=2c8fb140_1
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