8978 search results for test
3460902.FHWA
and the following substituted: 346-9.2SamplingFrequency: Asaminimum, sample and test concrete, is used for the same mix design, describe the method of sampling, testing and LOT numbering, based on a random number generator. The Department may perform Independent Verification testing, a maximum production quantity of 100 yd 3 . When five consecutive strength test results from the same, Jobs the current project. Only one sample can be taken from each LOT. Test data must be from
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan11/files/3460902.fhwa.pdf?sfvrsn=2bef1e59_07810100.origind
performance testing of materials and equipment not previously tested and approved. If the technical data, at least 60 calendar days prior to the beginning of testing. Include in the test procedures the sequence in which the tests will be conducted. Obtain the Engineer’s approval of the test procedures, forms to the Engineer. Provide the test fixtures and test instruments for all the tests, Design Approval Test and Factory Test requirements, updates to RWIS functional requirements
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/7810100.origind.pdf?sfvrsn=aafce99c_0ERS PA
Tab d. Associated Tests Tab – View Test to review results NOTE: If key fields are incorrect, with this option selected. If you select Sample Data Correction, the test status will be locked in Testing, . The sample status will be revised to Test Correction Needed. The associated tests will be opened, on the proctor test. The ERS field density sample status will be Logged or Submitted for Lab Testing and sample, the proctor test performed. 3. Proctor Sample is tested, not Submitted to FDOT Until the proctor sample
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/materials/mac/training/ers/pa-ers/ers-pa.pdf?sfvrsn=2a332c1_15Section81-100417
if the technician’s inspection work, sampling, test methods, and testing equipment are in compliance, technicians. The Independent Assurance Inspector checks the test methods and concrete testing, to the inspections, measurements, and necessary tests to substantiate materials and products in conformity, InspectorwillserveasTeamleader. The Team reviews the Plant’s shop drawings, fabrication process, QC testing, Plants. 8.1.5.3 Routine Inspection and Materials Testing of Qualified Plants 8.1.5.3.1 General
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/materials-manual/section81-100417.pdf?sfvrsn=3e1a3d65_1section81
, sampling, test methods, and testing equipment are in compliance with applicable requirements, . The Independent Assurance Inspector checks the test methods and concrete testing equipment used, ). These requirements and activities pertain to the inspections, measurements, and necessary tests, leader. The Team reviews the Plant’s shop drawings, fabrication process, quality control testing, 8.1.5.3 Routine Inspection and Materials Testing of Qualified Plants 8.1.5.3.1 General The District
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section81.pdf?sfvrsn=c8026872_1section81vi
, sampling, test methods, and testing equipment are in compliance with applicable requirements, . The Independent Assurance Inspector checks the test methods and concrete testing equipment used, ). These requirements and activities pertain to the inspections, measurements, and necessary tests, leader. The Team reviews the Plant’s shop drawings, fabrication process, quality control testing, 8.1.5.3 Routine Inspection and Materials Testing of Qualified Plants 8.1.5.3.1 General The District
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section81vi.pdf?sfvrsn=a6475bba_1Section8.1_041414
if the technician’s inspection work, sampling, test methods, and testing equipment are in compliance, of the testing technicians. The Independent Assurance Inspector checks the test methods and concrete testing, , measurements, and necessary tests to substantiate materials and products in conformity, the Plant’s shop drawings, fabrication process, quality control testing, inspection, and documentation, Products 8-1-5 8.1.5.3 Routine Inspection and Materials Testing of Qualified Plants 8.1.5.3.1 General
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/materials-manual/section8-1_041414.pdf?sfvrsn=af6b9781_112_Construction_Redlines
of the specifications. 12.4.3 Control by Samples and Tests 12.4.3.1 Materials to be Tested, Samples, and Quality Requirements . ..................... 12–8 12.4.2 Inspection and Tests at Source of Supply ........................... 12–8 12.4.3 Control by Samples and Tests, incorporated into the project were properly tested/certified. All construction projects require, methods of sampling and testing shall be implemented to provide for the control and placement
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/floridagreenbook/16th-edition/12_construction_redlines.pdf?sfvrsn=303eade8_59160203.origind
Reporting: Specification compliance testing results shall be reported for the tests in the table below, unless noted otherwise. Quality control (QC) testing results shall be reported for original binder DSR (G/sin δ and phase angle, as applicable). SUPERPAVE PG ASPHALT BINDER Test and Method, Test, ASTM D 7173-14 and Softening Point, AASHTO T 53-09 (2013) 163±5°C 48 hours Maximum 15°F (PG 76-22 (ARB) only) Rolling Thin Film Oven Test Residue (AASHTO T 240-09) Rolling Thin Film
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2018/january-2018/review/internal/9160203.origind.pdf?sfvrsn=96f6d506_09600202.impl
the credentials described in this Section to perform all testing and to submit certified test reports, a minimum failure time of three hours when tested for stress crack resistance using ASTM F2136, . Conform all testing procedures used for materials or components to applicable American Society of Testing and Materials (ASTM) and International Federation of Structural Concrete (fib, : 960-3.2.1.1FillerContainmentAssembly Pressure Test: 1.Assemble anchorage and anchorage cap
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/implemented/9600202.impl.pdf?sfvrsn=11e17879_09900202.resp
to NTPEP for additional testing, would FDOT conduct a field test deck to test the removability? Response: FDOT will consider this option and will require a change in the FM Test Method. No change made, ) There is no provision in 5-541, at present, for the material to be tested by Product Evaluation on a field test deck, matthew@cloverleafcorp.com Comments: Regarding 990-4.11, I note that FM test method 5-541 no longer has provisions for a test deck for removable tape, but instead just reverts back to NTPEP test
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/9900202.resp.pdf?sfvrsn=38a4f3b7_0DEV688RWIS (10-27-22)
Testing. Develop and submit a testing procedure that includes an environmental sensor-to-RPU test, a remote-to-central communication test, and a systems operational test. Notify the Engineer a minimum of 10 calendar days before the start of any tests. Provide and submit evidence of the following, discrepancies found during testing, along with descriptions of installation locations, successful test, during and after being subjected to the environmental testing procedures described in NEMA TS 2
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev688rwis-(10-27-22).pdf?sfvrsn=7419553b_1Base Thick Lift Report
on results of density tests and stiffness measurements on two test sections each of the length of one, within the test section. All QC tests vii and a Department Verification test performed on the first, density tests at five random locations within the test section. At each location, test the top 6-inch, the test section. FWD testing will be conducted in accordance with ASTM D4694. Construct the second, compaction of the thick lift, perform QC density tests at five random locations within the test section
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/engineers/research/base-thick-lift-report.pdf?sfvrsn=b67c5610_0D1040006.do
[2 m/sec] 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, for product identification. The manufacturers test records shall be made available to the Department upon
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2003/files/d1040006.do.pdf?sfvrsn=1059a80e_09850202.resp
materials? The NTPEP Datamine has current independent test data for all of their approved fabrics, : We already accept NTPEP test results. However, NTPEP does not certify materials for any particular, 985-3.1 Product Acceptance. Response: 985-2.2 (Materials) states the testing and physical requirements. In some instances, tests not performed by NTPEP are required. In 985-3.1 (Product Acceptance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/comments-responses/9850202.resp.pdf?sfvrsn=2cecf4a7_09711004.FHWA
substituted: 971-10.4 Physical Requirements: Laboratory samples shall be tested in accordance with ASTM D4960 and shall meet the following criteria: Property Test Method Minimum Maximum Softening, initial skid resistance value of 55 BPN when tested in accordance to ASTM E303. 9711004 All Jobs, : 971-10.4 Physical Requirements: Laboratory samples shall be tested in accordance with ASTM D4960 and shall meet the following criteria: Property Test Method Minimum Maximum Softening Point ASTM
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/fhwa/9711004.fhwa.pdf?sfvrsn=6dff6ee7_04550511-722indorig
to supervise field testing and report the test results. 13. Methods and equipment proposed to prevent, schedule for test shaft installation, load tests and production shaft installation. 17. Other, : For foundations requiring 100% dynamic testing, the Engineer will determine the bearing of all piles using the data received from dynamic load testing equipment utilizing internally or externally mounted, testing, the Engineer will determine the number of blows required to provide the required bearing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/internal/4550511-722indorig.pdf?sfvrsn=b1a6022e_19910105-724FHWA
and for hot weather test temperature only. Impact tests shall be performed only on tubular markers, Applications and for hot weather test temperature only. Impact tests shall be performed only, 991-1.5 s deleted and the following substituted: 991-1.5 Product Testing: Manufacturers seeking evaluation of Tubular Markers not listed on the APL must include test reports from the National, of this Section. NTPEP impact testing must be performed on concrete in accordance with NTPEP Evaluation
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/9910105-724fhwa.pdf?sfvrsn=7a2d897b_19750000.comm
manufacturers to have product testing complete, reported and on the test deck by July 2009 unless the SMO has, Powell Comment: 975-1.3. Should lab test results, test panels for outdoor testing, and wet samples, resistance testing. Per NTPEP testing, current testing by the coating suppliers for bridge projects for the various DOT’s referencing NTPEP testing has been done in accordance with federal color number, for the coating suppliers to address panel preparation and lab testing of the proposed coatings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/9750000.comm.pdf?sfvrsn=769421d4_09750000.comm
manufacturers to have product testing complete, reported and on the test deck by July 2009 unless the SMO has, Powell Comment: 975-1.3. Should lab test results, test panels for outdoor testing, and wet samples, resistance testing. Per NTPEP testing, current testing by the coating suppliers for bridge projects for the various DOT’s referencing NTPEP testing has been done in accordance with federal color number, for the coating suppliers to address panel preparation and lab testing of the proposed coatings
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan10/files/9750000.comm.pdf?sfvrsn=7bc73513_0