9191 search results for test
SP7410000
in Design Standards Index 17900. 741-2.3 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. After installation, repeat the tests at the termination point in the cabinet. Use an oscilloscope to view and record, . Remove and replace any sensor that fails the test at no additional charge to the Department. 741-3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2012/files/sp7410000.pdf?sfvrsn=baab6e90_0SP7410000
Standards, Index No. 17900. 741-2.3 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. After installation, repeat the tests at the termination point in the cabinet. Use an oscilloscope to view and record, . Remove and replace any sensor that fails the test at no additional charge to the Department. 741-3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/janworkbook2014/files/sp7410000.pdf?sfvrsn=1eb402f3_0SP7410000
Standards, Index No. 17900. 741-2.3 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. After installation, repeat the tests at the termination point in the cabinet. Use an oscilloscope to view and record, . Remove and replace any sensor that fails the test at no additional charge to the Department. 741-3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2013/files/sp7410000.pdf?sfvrsn=c95b7829_0SP7410000
, Index No. 17900. 741-2.3 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. After installation, repeat the tests at the termination point in the cabinet. Use an oscilloscope to view and record typical, and replace any sensor that fails the test at no additional charge to the Department. 741-3 Type II
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/janworkbook2015/files/sp7410000.pdf?sfvrsn=32727f1b_4SP7410000
Standards, Index No. 17900. 741-2.3 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. After installation, repeat the tests at the termination point in the cabinet. Use an oscilloscope to view and record, . Remove and replace any sensor that fails the test at no additional charge to the Department. 741-3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp7410000.pdf?sfvrsn=8a26eb13_0fdot-bed25-977-21-rpt
-term durability of concrete. 3. Prepare a test matrix for Phase II to follow completion of the current work order. The matrix is to provide the testing protocol, number of samples as well, ............................................................................................................................. 33 Chapter 2 Test Matrix, Characterization Tests....................................................................... 44, products, FBC ash is not included (ASTM E3183-24). Zahedi and Rajabipour tested (2019) FBC fly ashes from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/research/reports/fdot-bed25-977-21-rpt.pdf?sfvrsn=9453d5c8_14550513.comm
, there is no compensation for set checks or re-drives of TEST PILES. Paying for all pile associated work as some, : Section 455-11.5, Dynamic Load Tests Paragraph 1 - It seems redundant to keep the original
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/4550513.comm.pdf?sfvrsn=572e5d9d_01050574Origin
Program. 4.Experienceorcertification in performance of required QC tests and statistical evaluation of quality control test results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan06/files/1050574origin.pdf?sfvrsn=247977e6_07110401.impl
tests in accordance with FM 5-541.Take test readings representative of the pavement marking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/7110401.impl.pdf?sfvrsn=8a028fcd_0DgnStds2StdPlans.FHWA
testing may be required for the modification evaluation. Any marked variations from original test, the Resolution testing. The material will be sampled and tested in accordance with AASHTO T88, T89, by the SMO will perform Resolution testing. The material will be sampled and tested in accordance with FM, approval process. Required test reports must be conducted by an independent laboratory or other independent testing facility and required drawings and calculations must be signed and sealed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/july-2018/review/fhwa/dgnstds2stdplans.fhwa.pdf?sfvrsn=d69c8e0b_0D5500003
550 FENCING - CERTIFICATION. (REV5-2-01)(FA6-14-01)(7-02) ARTICLE550-3(Page682)isexpandedbythefollowing: 550-3.6 C e r t i f i c a t i o n : Provide the Engineer certified test reports from the manufacturer confirming that all materials (posts, braces, fabric and all other accessories) conform to the requirements of this Section, Section 6 and the Design Standards. Provide the Engineer, material will be based on the Certificate of Compliance, accompanying test reports and visual inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d550000373eafef307d94feeaaa033bad93105ee.pdf?sfvrsn=50fa189d_09720100.impl
972 RECYCLEDPLASTIC PRODUCTS. (REV3-30-09)(FA4-1-09)(1-10) SECTION972-1(oftheSupplemental Specifications) is deleted and the following substituted: 972-1 Description. RecycledplasticproductsusedshallbeincludedontheQualifiedProductsList.. Manufacturersseekingevaluationoftheirproductshallsubmit an application in accordance with Section 6 and include certified test reports from an approved independent test laboratory that shows the material meets all specifications herein
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/9720100.impl.pdf?sfvrsn=69cb4df1_04001704.fhwa
,inlieuofthetime delay periods set forth in 400-17.1 and 400-17.3, test beams or cylinders may be cast, component. Make the test beams in accordance with ASTM C 31 and test them in accordance with ASTM C 78. When the test results indicate a minimum flexural strength of 550 psi for beams or indicate, and 400-17.3, test beams or cylinders may be cast from representative concrete and cured identically with the concrete in the corresponding structural component. Make the test beams in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/4001704.fhwa7c59ade14fd247a196996769d642ea2b.pdf?sfvrsn=b8c25ca6_0D9930005
provide the Engineer a certified test report from the manufacturer of the guardrail reflector unit confirming that the requirements of this Section are met. The certified test report shall conform
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d9930005.pdf?sfvrsn=4d1d1ed0_04001704.FHWA
,inlieuofthetime delay periods set forth in 400-17.1 and 400-17.3, test beams or cylinders may be cast, component. Make the test beams in accordance with ASTM C 31 and test them in accordance with ASTM C 78. When the test results indicate a minimum flexural strength of 550 psi for beams or indicate, and 400-17.3, test beams or cylinders may be cast from representative concrete and cured identically with the concrete in the corresponding structural component. Make the test beams in accordance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/4001704.fhwa.pdf?sfvrsn=f3f344ec_04460300.resp
4460300 – EDGEDRAIN (DRAINCRETE) RESPONSE TO COMMENTS FROM INDUSTRY REVIEW ************************************************************************ Bob Dion URS Corp – (386)740-0665 Comments: Suggest rewording the 1st sentence of 446-5.1 after 'and' to 'determine the drain rate in accordance with FM 5-570.', if your intent is to take the samples and test them in accordance with FM, of two test cylinders will be made for each LOT. A LOT represents one day’s production of each mix
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/4460300.resp.pdf?sfvrsn=d1f825e6_0D5500003
550 FENCING - CERTIFICATION. (REV5-2-01)(FA6-14-01)(1-02) ARTICLE550-3(Page682)isexpandedbythefollowing: 550-3.6 C e r t i f i c a t i o n : Provide the Engineer certified test reports from the manufacturer confirming that all materials (posts, braces, fabric and all other accessories) conform to the requirements of this Section, Section 6 and the Roadway and Traffic Design Standards, u r n i s h e d material will be based on the Certificate of Compliance, accompanying test reports
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d5500003.pdf?sfvrsn=bbccd57_0D9930005
provide the Engineer a certified test report from the manufacturer of the guardrail reflector unit confirming that the requirements of this Section are met. The certified test report shall conform
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2002/january-2002/workbook/d9930005.pdf?sfvrsn=ee51a940_0D9930005.do
provide the Engineer a certified test report from the manufacturer of the guardrail reflector unit confirming that the requirements of this Section are met. The certified test report shall conform
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2003/january-2003/workbook/d9930005.do.pdf?sfvrsn=86abfe96_09330000.resp
, "The Contractor shall ensure that the test results meet the requirements of Table 5-2 using an independent ISO 17025 accredited laboratory with actual experience running the test methods for FRP strand
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/comments-responses/9330000.resp.pdf?sfvrsn=f2541bb5_0