9185 search results for test
SS6110000
results from the other tests listed in 611-4. Forty-Eight Hour Test for Traffic Signal installations, , the Engineer will require the satisfactory completion of all field tests of completed installations, satisfactory completion of all field tests of completed installations in accordance with the requirements, otherwise in writing by the Engineer. 611-4 Field Tests of Installations. Perform the following tests, to accept maintenance responsibility. Continuity: Test each signal head circuit, pedestrian detector
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2012/january-2012/workbook/ss6110000.pdf?sfvrsn=c55649d1_06330201-724FHWA
tests at 1,310 and 1,550 nanometer wavelengths and include the last calibration date of all test, and termination tested to the Engineer in an approved electronic format. Ensure all OTDR testing, to commencement of testing. Perform all tests at 1,310 and 1,550 nanometer wavelengths and include the last, the tensile load is removed. Ensure that optical fiber is proof-tested by the fiber manufacturer, and the change in attenuation does not exceed 0.2 decibel at 6330201 1,550 nanometers when tested
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/fhwa/6330201-724fhwa.pdf?sfvrsn=4f1ec305_1section92-051019
totaling 30 or more tests. The strength test data from the trial batch is required to meet, consecutive tests or a statistical average for two groups totaling 30 or more tests. The strength test, 334.044(2), 334.044(10)(a), and 334.048 Florida Statutes. American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania. American Association of State Highway and Transportation Officials (AASHTO), Part II Tests, Washington, D.C. American
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/july-2019/materials-manual/section92-051019.pdf?sfvrsn=da68ce4_1section92-051019
totaling 30 or more tests. The strength test data from the trial batch is required to meet, consecutive tests or a statistical average for two groups totaling 30 or more tests. The strength test, 334.044(2), 334.044(10)(a), and 334.048 Florida Statutes. American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications, Philadelphia, Pennsylvania. American Association of State Highway and Transportation Officials (AASHTO), Part II Tests, Washington, D.C. American
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/materials-manual/section92-051019.pdf?sfvrsn=836aefe3_19600202comm
This testing criteria has been revised multiple times over the evolution of the Florida DOT specifications: 1. 9-26-2002 Revision on 2-20-2003 “Test the finished material for these ancillary items, an endurance rating of not less than 192 hours”. 2. Revision 5-7-2003 Test the finished material, . Revision 10-15-2003 Test the finished polyolefin material for stress crack resistance using ASTM F, . Revision 5-7-2004 Test the remolded finished polyolefin material for stress crack resistance using
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul19/files/9600202comm.pdf?sfvrsn=1418270b_2dce0801
: This is the QC Technician at the plant or mine, who obtains an acceptance sample for testing. Either, Testing: This is the QC Technician, plant or mine employee who must be qualified to obtain acceptance samples and perform acceptance tests such as gradation, minus 200 and organic impurities. The ACI, , LL, PL and PI for those technicians needing to perform these tests. Department employees working with mine sources should obtain the ACI Aggregate Field. Any person who samples or tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/memos/2001/dce0801.pdf?sfvrsn=b99b6dd3_09850000.comm
, it can then be tested as a system to do the job for which it is designed. It should be tested under full scale testing procedures as listed by NTPEP as TM 11340 (Test method for determination, third party testing. Response: 4. Section 985-3.2 In lieu of the manufacturer’s “test records, Comment: (7-17-14) Section 985, you address geotextiles with various subtitles. Table 2 refers to test, of the system. A true test of a product cannot be made without considering the combination of materials
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/9850000.comm.pdf?sfvrsn=dd0c41a2_03470201.comm
provided by the Department, along with three compressive strength average test results tested, sentences. 2- Three compressive strength average test results have been mentioned. It has not been mentioned that the results of how many test cylinders are used to determine the average compressive test result. 3- The compressive strength test results should also be acceptable from the laboratory test data. The proposed change only accepts test data of production concrete. 4- The producer should
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/3470201.comm.pdf?sfvrsn=c0f07074_09290200.comm
, certified test reports from an approved independent laboratory acceptable to the State Materials, and testing of fly ash shall follow the requirements of ASTM C - 3 1 1 . W h e n Class C f l y ash is used in concrete, the test results shall verify improved sulfate resistance and improved, . The durability tests of concrete shall be performed in accordance with ASTM C-1012 and FM 5-522. These tests are not enough to screen out the C ash we don’t want. I suggest C-1012 testing should be partially
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul11/files/9290200.comm.pdf?sfvrsn=8c50a709_09290000.origind
the proposed Quality Control (QC) Plan, certified test reports from an approved independently approved, acceptance and to require cementitious material shipments to be individually tested prior, or verification test results. Repulpablebagsmay be accepted by the Engineer, provided a successful, materials supplier’s testing A laboratory must maintainthat is currently inspected by the Cement, e neral: Sampling and testing of fly ash shall follow the requirements of ASTM C311. Fly ash shall
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/internal/9290000.origind.pdf?sfvrsn=786856b3_09940201-724IMPL
evaluation of their products need to submit product data sheets, performance test reports from, inks and overlay materials shall be tested in accordance with, and meet all the performance, included in the APL application shall be tested and meet the requirements identified in ASTM D4956, will be tested as a system consisting of white base sheeting and each color of ink and/or overlay. Panels for testing sheeting shall be prepared in accordance with 994-3 for testing. The in-service life
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/9940201-724impl.pdf?sfvrsn=d44e8955_1Instructions for Aggregate Mine Approval
] Excel Spreadsheets for Sampling and Testing Frequency This document contains the sampling and testing frequencies for initial and continuing approval of all types of aggregates such as Fine, Coarse, and Base aggregates. Additional information includes turn around time for required test results, for determining testing frequencies of individual aggregates produced for the Department. - - Please Note, the free Acrobat Reader Software. Instructions for Computer Coding Aggregate Test Data [PDF-1.36MB
https://www.fdot.gov/materials/laboratory/geotechnical/aggregates/mineapproval.shtmD9340000
are not allowed. 934-3 Sampling and Testing Methods. Perform concrete sampling and testing in accordance with the following methods: Making and Curing Concrete Test Specimens in the Laboratory, Requirements. Whentestedasprovidedin934-3,thegroutshallmeet the following requirements: Property Test, on the QPL require no additional testing. Materials remaining in storage for more than six months, be submitted to the Engineer for testing at the State Materials Office. The unit sample submitted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d9340000.pdf?sfvrsn=f2a5b8ee_0D9340000
are not allowed. 934-3 Sampling and Testing Methods. Perform concrete sampling and testing in accordance with the following methods: Making and Curing Concrete Test Specimens in the Laboratory, Requirements. Whentestedasprovidedin934-3,thegroutshallmeet the following requirements: Property Test, on the QPL require no additional testing. Materials remaining in storage for more than six months, be submitted to the Engineer for testing at the State Materials Office. The unit sample submitted
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/julworkbook2002/files/d93400009cac14062d534600b3bea32f0144a70b.pdf?sfvrsn=da6af7be_06600100-723impl
) to the Engineer a minimum of 30 calendar days before commencement of testing for review and approval; tests cannot commence or be scheduled until test plans are approved by the Engineer. For each testing phase, of the Contract Time. 660-4.4.1 True Positive Testing: Conduct this test on a closed ramp using Contractor, of test vehicles traveling at two travel speed ranges the wrong direction. For this testing, the small, Positive Testing: Conduct this test on a ramp open to the traveling public. Test the WWVDS
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/review/implemented/6600100-723impl.pdf?sfvrsn=af1dd44c_1CR-04 Earthwork (2018-2019) clean
the requirement that all required density test results are documented on current forms provided by the department, an appropriate process to ensure that the correct Proctor is used when density tests results, ? [Spec. 120-10, 120-7] 5. Is the CEI ensuring that all sampling and testing requirements are met and enforcing the requirement that all samples and test are taken randomly? Does the field test, base and the sampling and testing is conducted separately [Spec. 160-3 and 160-4] . 10. Separate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1819/cr-04-earthwork-(2018-2019)-clean.pdf?sfvrsn=df9c8a0c_0CR 04 Earthwork (2017-2018) clean
the requirement that all required density test results are documented on current forms provided by the department, an appropriate process to ensure that the correct Proctor is used when density tests results, ? [Spec. 120-10, 120-7] 5. Is the CEI ensuring that all sampling and testing requirements are met and enforcing the requirement that all samples and test are taken randomly? Does the field test, base and the sampling and testing is conducted separately [Spec. 160-3 and 160-4] . 10. Separate
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/guidelist/criticalreq/fy1718/cr-04-earthwork-(2017-2018)-clean.pdf?sfvrsn=b2620e89_03460010IMP
a concrete acceptance strength test result falls more than 10% or 500 psi [3.5 MPa] below, into the structural adequacy of the LOT of concrete represented by that acceptance strength test result, strength testing as necessary to determine structural adequacy of the concrete. Furnisheither, taking any core samples. When the concrete is deemed to have low strength, obtain and test the cores and report the data to the Engineer within 14 days of the 28 day compressive strength tests. Core
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul06/files/3460010imp.pdf?sfvrsn=4b78cce5_03300000.do2.origind
by the Engineer. 330-12.4.5.2 Rolling Straightedge Exceptions: TestingStraightedge testing with the rolling, for testing with the Laser Profiler will be tested and accepted with the rolling straightedge, daily for all Quality Control Sampling and Testing and post in the asphalt lab where they can be seen, been restored. 330-2.2 Minimum Process Control Testing Requirements: Include as a minimum, the following testing frequencies in the Quality Control PlanPerform, as a minimum, the following
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan09/files/3300000.do2.origind.pdf?sfvrsn=b285a86c_03460000.comm
. .Perform surface resistivity tests on the core samples or test cylinders at 28 days. Comment, :" 346-4.2.1, 2 nd paragraph after Table 4 Submit the chloride test results obtained from the testing, by the Engineer for verification testing. When the Engineer’s verification test results do, the Independent Verification testing and the QC testing is identified in the IA Checklist Criteria. When a test, results? 346-9 Acceptance Sampling and Testing. 346-9.1 General: Perform plastic properties tests
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/3460000.comm.pdf?sfvrsn=2dcc50d7_0