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1050808.FHWA
tests must have ACI Concrete Field Testing Technician-Grade I certification. Personnel performing, property tests must have ACI Concrete Field Testing Technician-Grade I certification. Ensure, Manufacturing Facilities: 105-8.8.1.1 Testing Personnel: Ensure personnel performing tests have, : 105-8.10.2.4.1 Testing Personnel: Ensure personnel performing tests have the following certifications: Personnel performing plastic property tests must have ACI Concrete Field Testing Technician-Grade I
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/1050808.fhwa.pdf?sfvrsn=9ff4acb7_25600705.impl
, soluble salt/conductivity testing frequency may be reduced to one test per day. When any, concentrations on all steel surfaces using soluble salts test kits meeting the requirements of 560-2.4. Measure the concentration levels using the method described in SSPC-TU 4. Perform the tests after washing, micro- Siemens per centimeter squared. For either contaminant assessment method (salt test kits or conductivity meter) test three random locations in the first 1000 square feet and one random location
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/review/implemented/5600705.impl.pdf?sfvrsn=74967491_0DCE12-12
(Dynamic Load Tests) REQUIREMENTS This memorandum clarifies that when an increased resistance factor is justified by 100% dynamic testing, all blows delivered to every pile shall be monitored with Dynamic Load Testing equipment utilizing internally or externally mounted sensors. BACKGROUND, where an increased resistance factor is justified through the 100% dynamic testing, Specification 455 - Sections 455-5.11.5 & 455-5.13 (Dynamic Load Tests) Page 2 of 2 www.dot.state.fl.us
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2012/dce12-12.pdf?sfvrsn=2bf16303_09320300-122FHWA
not allow for the tensile testing of one of its straight portions, test specimens produced, for the tensile testing of one of its straight portions, test specimens produced at the same time during, ) 932-3.3 Material Requirements: Producers shall submit to the State Materials Office (SMO), a test, as applicable for the types and sizes of FRP reinforcing produced. Qualification testing shall be conducted by an independent laboratory approved by the Department for performing the FRP test methods. Three
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/review/fhwa/9320300-122fhwa.pdf?sfvrsn=8e9981f5_2D4440000
a l : F u r n i s h a l l l a b o r , materials and equipment required to construct, test, s t i n g : T h e p u mping test employed to determine the capacity of the well and whether, . Locate the intake of the test pump at least 5 feet [1.5 m] below the estimated pumping level, adjustments. Establish the static or non-pumping water level prior to the start of the test, and testing of the well. During the construction operations, do not allow the discharge of any materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d4440000.pdf?sfvrsn=f024b6_04440000SP
a l : F u r n i s h a l l l a b o r , materials and equipment required to construct, test, s t i n g : T h e p u mping test employed to determine the capacity of the well and whether, . Locate the intake of the test pump at least 5 feet [1.5 m] below the estimated pumping level, adjustments. Establish the static or non-pumping water level prior to the start of the test, and testing of the well. During the construction operations, do not allow the discharge of any materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2005/files/4440000sp.pdf?sfvrsn=7dfbcf2c_0SP4440000
water level prior to the start l the completed deep wells immediately testing of the well. During, , materials and equipment required to construct, test nd ma aintaindeepdrainagewells.Drillthewellsof, e s t i n g : T h e p u mping test employed to determine the capacity of the well and whether, operated without interruption for a period of 30 minutes. Locate the intake of the test pump, note of any adjustments. E of the test. 444-3.5MaintenanceofWells:Capandsea followingconstructionand
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/sp4440000.pdf?sfvrsn=a38d3221_04440000SP
a l : F u r n i s h a l l l a b o r , materials and equipment required to construct, test, s t i n g : T h e p u mping test employed to determine the capacity of the well and whether, . Locate the intake of the test pump at least 5 feet [1.5 m] below the estimated pumping level, adjustments. Establish the static or non-pumping water level prior to the start of the test, and testing of the well. During the construction operations, do not allow the discharge of any materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2004/files/4440000sp.pdf?sfvrsn=190529f7_0D4440000.DO
a l : F u r n i s h a l l l a b o r , materials and equipment required to construct, test, s t i n g : T h e p u mping test employed to determine the capacity of the well and whether, . Locate the intake of the test pump at least 5 feet [1.5 m] below the estimated pumping level, adjustments. Establish the static or non-pumping water level prior to the start of the test, and testing of the well. During the construction operations, do not allow the discharge of any materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d4440000.do.pdf?sfvrsn=8e71c799_0SP4440000
water level prior to the start l the completed deep wells immediately testing of the well. During, , materials and equipment required to construct, test nd ma aintaindeepdrainagewells.Drillthewellsof, e s t i n g : T h e p u mping test employed to determine the capacity of the well and whether, operated without interruption for a period of 30 minutes. Locate the intake of the test pump, note of any adjustments. E of the test. 444-3.5MaintenanceofWells:Capandsea followingconstructionand
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/sp4440000.pdf?sfvrsn=7d88061_0D4440000.DO
a l : F u r n i s h a l l l a b o r , materials and equipment required to construct, test, s t i n g : T h e p u mping test employed to determine the capacity of the well and whether, . Locate the intake of the test pump at least 5 feet [1.5 m] below the estimated pumping level, adjustments. Establish the static or non-pumping water level prior to the start of the test, and testing of the well. During the construction operations, do not allow the discharge of any materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d4440000.do.pdf?sfvrsn=b3163b6c_0D4440000.DO
a l : F u r n i s h a l l l a b o r , materials and equipment required to construct, test, s t i n g : T h e p u mping test employed to determine the capacity of the well and whether, . Locate the intake of the test pump at least 5 feet [1.5 m] below the estimated pumping level, adjustments. Establish the static or non-pumping water level prior to the start of the test, and testing of the well. During the construction operations, do not allow the discharge of any materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2004/january-2004/workbook/d4440000.do.pdf?sfvrsn=8027311f_04440000SP
a l : F u r n i s h a l l l a b o r , materials and equipment required to construct, test, s t i n g : T h e p u mping test employed to determine the capacity of the well and whether, . Locate the intake of the test pump at least 5 feet [1.5 m] below the estimated pumping level, adjustments. Establish the static or non-pumping water level prior to the start of the test, and testing of the well. During the construction operations, do not allow the discharge of any materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2005/january-2005/workbook/4440000sp.pdf?sfvrsn=f3d51df7_04440000SP
a l : F u r n i s h a l l l a b o r , materials and equipment required to construct, test, s t i n g : T h e p u mping test employed to determine the capacity of the well and whether, . Locate the intake of the test pump at least 5 feet [1.5 m] below the estimated pumping level, adjustments. Establish the static or non-pumping water level prior to the start of the test, and testing of the well. During the construction operations, do not allow the discharge of any materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2006/january-2006/workbook/4440000sp.pdf?sfvrsn=b8158c85_0D9310002.do
: TheContractorshallprovide the Engineer a certified test report from the manufacturer of the sheet metal bottom strips confirming that the requirements of this Section are met. The certified test report shall conform to the requirements of Section 6 and include test results for thickness, dimension, the Engineer a certified test report from the manufacturer of the dowel bars confirming that the requirements of this Section are met. The certified test report shall conform to the requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9310002.do.pdf?sfvrsn=69ff72d0_01620500.FHWA
operations, sample and test the prepared soil layer at a testing laboratory qualified under 105-6, Testing. TheEngineerreservestherighttowaiveorreducetestingrequirements for shoulder treatment, and test additional samples to determine specification compliance. For failing samples, take and test additional samples, as directed by the Engineer, to delineate areas that need re-treatment. Perform re-treatment at no additional cost to the Department. Perform additional testing of retreated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/fhwa/1620500.fhwa.pdf?sfvrsn=3f55bbb3_0CM-684-02 Device Server
converter must be tested with the device, e.g., in the temperature chamber. A completed Testing, Inspection TERL Test Cases (Steps): DS002 (Step 1) FORMTEXT FORMTEXT Init.: FORMTEXT, and Functional Inspection FORMTEXT Indicate location of requested information in submittal. TERL Test, of requested information in submittal. TERL Test Cases (Steps): DS001 (Steps 2, 6), DS003 (Steps 1, 3, Applicant may provide comments in this field. Functional Inspection TERL Test Cases (Steps): DS003
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/traffic/traf_sys/compliance-matrices-2022/cm-684-02-device-server.docx?sfvrsn=f0fd16f3_1D7020000
] from any longitudinal joints. TheEngineerwillconduct field tests in accordance with Florida Test, ’s Sampling, Testing and Reporting Guide schedule. 702-2.3.2 Glass Spheres: The Engineer will take random samples in accordance with Florida Test Method FM-3D-1155 and the Department’s Sampling, Testing and Reporting Guide schedule. 702-3 Equipment, in accordance with Florida Test Method FM 5-541, the thickness of the traffic stripes is a minimum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d7020000.pdf?sfvrsn=d4277b92_0D7020000
] from any longitudinal joints. TheEngineerwillconduct field tests in accordance with Florida Test, ’s Sampling, Testing and Reporting Guide schedule. 702-2.3.2 Glass Spheres: The Engineer will take random samples in accordance with Florida Test Method FM-3D-1155 and the Department’s Sampling, Testing and Reporting Guide schedule. 702-3 Equipment, in accordance with Florida Test Method FM 5-541, the thickness of the traffic stripes is a minimum
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d70200003ae1ae8d04ba4c8693d9d576b6cc4e09.pdf?sfvrsn=38c7084d_0D7020000.do
LOT as defined and tested by Florida Test Method FM 5- 541, which fails to meet any, with the Department’s Sampling, Testing and Reporting Guide schedule. 702-2.3.2 Glass Spheres: The Engineer will take random samples in accordance with Florida Test Method FM-3D-1155 and the Department’s Sampling, Testing and Reporting Guide schedule. 702-3 Equipment. Useequipment constructed to provide, of 2 inches [50 mm] from any longitudinal joints. TheEngineerwillconduct field tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d7020000.do.pdf?sfvrsn=d925a476_0