9274 search results for test
SectionMM63V2
for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Approved, test methods and Specifications . Makes readily available, the current certification on testing, pertain to the inspections, measurements, and necessary tests to substantiate materials, inspections and tests and maintain an acceptable QC program in compliance with the requirements specified
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2020/july-2020/materials-manual/sectionmm63v2.pdf?sfvrsn=df1a8b39_2Section63V2redln
for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests, pertain to the inspections, measurements, and necessary tests to substantiate Topic, to perform specified inspections and tests and maintain an acceptable QC program in compliance, projects. Performs and/or supervises the QC testing and inspection. Ensures that the Plant has
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2021/january-2021/materials-manual/redline/section63v2redln.pdf?sfvrsn=7d0580d3_15230000.FHWA
tested in accordance with the ASTM E-274, Skid Resistance of Paved Surfaces using a standard ribbed, Performance Requirements: QPL approval will be contingent on a field service test demonstrating, frictional properties using the British Pendulum Tester, or an FN40R value of 35 in accordance with ASTM, . The test installation shall be a minimum six feet wide and extend from pavement edge to pavement edge across all traffic lanes and shoulder pavement at the crosswalk location. The test installation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/5230000.fhwa.pdf?sfvrsn=8b4408a2_0SS7860000
tests (DATs) and field acceptance tests (FATs). Develop and submit a test plan for DATs and FATs, the following tests before any connections are made: a.Perform a continuity test on the detector cables, successfully completed environmental testing as defined in the NEMA TS 2 standard. Verify that vibration, is the maximum number of lanes in the roadway segment under test. Substitute other periods as ecessary, ,theVVDSand AVDS can be mounted on existing poles or sign eel at the test plans emonstrate each
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss7860000c2e6a81905064c4f926259d189328f13.pdf?sfvrsn=108563ca_0SS7860000
tests (FATs). Develop and submit a test plan for DATs and FATs to the Engineer for consideration, device has successfully completed environmental testing as defined in the NEMA TS 2 standard. Verify, in the roadway segment under test. Substitute other periods as necessary to determine the accuracy, on existing poles or sign eel at the test plans emonstrate each and every fu tallation, conduct DATs n, test equipment. tion procedures. t a miimum f the support equipment to onfigure
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2010/files/ss7860000.pdf?sfvrsn=74271d9_0SS7860000
tests (DATs) and field acceptance tests (FATs). Develop and submit a test plan for DATs and FATs, the following tests before any connections are made: a.Perform a continuity test on the detector cables, successfully completed environmental testing as defined in the NEMA TS 2 standard. Verify that vibration, is the maximum number of lanes in the roadway segment under test. Substitute other periods as ecessary, ,theVVDSand AVDS can be mounted on existing poles or sign eel at the test plans emonstrate each
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2009/files/ss7860000.pdf?sfvrsn=625373b3_07810000.FHWA
status may also be tested when the TMC or a laptop computer prompts a pixel test. Ensure that a log, for inspection and maintenance. Provide labeled test points for checking essential voltages. Ensure, status for each fan and filter is automatically tested once each day, and that it may be tested, in accordance with the International Commission on Illumination’s (CIE) requirements as detailed in Test, that demonstrates testing and binning according to the CIE 127 (1997) standard. Ensure e a c h p i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/7810000.fhwa.pdf?sfvrsn=6df0c292_07810000.fhwa
status may also be tested when the TMC or a laptop computer prompts a pixel test. Ensure that a log, for inspection and maintenance. Provide labeled test points for checking essential voltages. Ensure, status for each fan and filter is automatically tested once each day, and that it may be tested, in accordance with the International Commission on Illumination’s (CIE) requirements as detailed in Test, that demonstrates testing and binning according to the CIE 127 (1997) standard. Ensure e a c h p i
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul07/files/7810000.fhwaa32701cdca254edeb69920b1a1203f48.pdf?sfvrsn=e07bcaa8_0DesignBuildSpecifications.JulDec
ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWG, , designates a specification, test method, or other code or recommendation of the particular authority or organization shown. Usestandards,specifications,testmethods, or other codes as specified, furnished and of the work performed by the Contractor. Laboratory. Theofficial testing laboratory, 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/2006/july-2006/design-build/designbuildspecifications.juldec.pdf?sfvrsn=8d6ff7e1_0Leg-Chapter-3
poles and riser poles, including pole mounted telephone closures for test or splice purposes. 3.6.4, )blowsperfootbasedonstandardpenetration testsintheareaofinstallation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/content/programmanagement/utilities/docs/uam/uamrev2007/adobe/leg-chapter-3.pdf?sfvrsn=fb7c94c0_0SP4550100DTwTP
STRUCTURES FOUNDATIONS – DYNAMIC TESTING WITH TEST PILES. (REV 6-26-12) (1-14) Articles 455-1, : Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, this strength at an earlier time to prevent testing delays. Load test piles/shafts in the order, beginning test pile installation of the proposed testing schedule so that items supplied, to each test pile/shaft site during the installation of the instrumentation, during the load testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/january-2014/workbook/sp4550100dtwtp.pdf?sfvrsn=92739f08_0SP4550100DTwoTP
STRUCTURES FOUNDATIONS – DYNAMIC TESTING WITHOUT TEST PILES. (REV 6-26-12) (7-12) Articles, . 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test, concrete to obtain this strength at an earlier time to prevent testing delays. Load test piles/shafts, than 30 days before beginning test pile installation of the proposed testing schedule so that items, the required test load to the pile/shaft unless shown otherwise in the Plans. Before load testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/sp4550100dtwotp.pdf?sfvrsn=635562c4_2SP4550100DTwoTP
STRUCTURES FOUNDATIONS – DYNAMIC TESTING WITHOUT TEST PILES. (REV 6-26-12) (1-14) Articles, : Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, this strength at an earlier time to prevent testing delays. Load test piles/shafts in the order, before beginning test pile installation of the proposed testing schedule so that items supplied, of the load tests. Provide qualified personnel, as determined by Specialty Engineer or testing lab, required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/janworkbook2014/files/sp4550100dtwotp.pdf?sfvrsn=99dae497_0SP4550100DTwTP
STRUCTURES FOUNDATIONS – DYNAMIC TESTING WITH TEST PILES. (REV 6-26-12) (7-14) Articles 455-1, testing laboratory, or Specialty Engineer with prior load test experience on at least three projects, at an earlier time to prevent testing delays. Load test piles/shafts in the order directed by the Engineer, with transportation to assist as required during load test setup and conducting of the load tests. Provide, /Shafts: After completing testing, cut off the tested piles/shafts, which are not to be incorporated
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2014/files/sp4550100dtwtp.pdf?sfvrsn=9774cd34_0SP4550100DTwTP
STRUCTURES FOUNDATIONS – DYNAMIC TESTING WITH TEST PILES. (REV 6-26-12) (1-13) Articles 455-1, a professional testing laboratory, or Specialty Engineer with prior load test experience, this strength at an earlier time to prevent testing delays. Load test piles/shafts in the order, beginning test pile installation of the proposed testing schedule so that items supplied, to each test pile/shaft site during the installation of the instrumentation, during the load testing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2013/files/sp4550100dtwtp.pdf?sfvrsn=8e841cc4_0SP4550100DTwTP
STRUCTURES FOUNDATIONS – DYNAMIC TESTING WITH TEST PILES. (REV 6-26-12) Articles 455-1 through, General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, to obtain this strength at an earlier time to prevent testing delays. Load test piles/shafts, days before beginning test pile installation of the proposed testing schedule so that items supplied, test load to the pile/shaft unless shown otherwise in the Plans. Before load testing begins, furnish
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan13/files/sp4550100dtwtp.pdf?sfvrsn=34db7f03_2SP4550100DTwoTP
STRUCTURES FOUNDATIONS – DYNAMIC TESTING WITHOUT TEST PILES. (REV 6-26-12) (1-13) Articles, : Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, this strength at an earlier time to prevent testing delays. Load test piles/shafts in the order, before beginning test pile installation of the proposed testing schedule so that items supplied, of the load tests. Provide qualified personnel, as determined by Specialty Engineer or testing lab, required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2013/january-2013/workbook/sp4550100dtwotp.pdf?sfvrsn=280a30f5_0SP4550100DTwoTP
STRUCTURES FOUNDATIONS – DYNAMIC TESTING WITHOUT TEST PILES. (REV 6-26-12) (7-14) Articles, testing laboratory, or Specialty Engineer with prior load test experience on at least three, at an earlier time to prevent testing delays. Load test piles/shafts in the order directed, with transportation to assist as required during load test setup and conducting of the load tests. Provide, Piles/Shafts: After completing testing, cut off the tested piles/shafts, which
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2014/files/sp4550100dtwotp.pdf?sfvrsn=7fd33fcf_0SP4550100DTwoTP
STRUCTURES FOUNDATIONS – DYNAMIC TESTING WITHOUT TEST PILES. (REV 6-26-12) (1-13) Articles, : Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, this strength at an earlier time to prevent testing delays. Load test piles/shafts in the order, before beginning test pile installation of the proposed testing schedule so that items supplied, of the load tests. Provide qualified personnel, as determined by Specialty Engineer or testing lab, required
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2013/files/sp4550100dtwotp.pdf?sfvrsn=8938ca5b_0SP4550000DB-723FHWA
testing laboratory, or Specialty Engineer with prior load test experience on at least three projects, with transportation to assist as required during load test setup and conducting of the load tests. Provide, : After completing testing, cut off the tested piles/shafts, which are not to be incorporated, otherwise by the Engineer after satisfactory field trial during dynamic testing. During dynamic load tests, shaft specifications are necessary to improve the accuracy of the thermal testing results
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/fhwa/sp4550000db-723fhwa.pdf?sfvrsn=d0a69c71_1